Content:

NH – Natural Hazards

NH1.1 – Flood risk modelling and assessment (with a special focus on uncertainty)

EGU2020-732 | Displays | NH1.1

Probabilistic Flood Hazard Maps at Ungauged Locations Using Multivariate Extreme Values Approach

Kiran Kezhkepurath Gangadhara and Srinivas Venkata Vemavarapu

Flood hazard maps are essential for development and assessment of flood risk management strategies. Conventionally, flood hazard assessment is based on deterministic approach which involves deriving inundation maps considering hydrologic and hydraulic models. A flood hydrograph corresponding to a specified return period is derived using a hydrologic model, which is then routed through flood plain of the study area to estimate water surface elevations and inundation extent with the aid of a hydraulic model. A more informative way of representing flood risk is through probabilistic hazard maps, which additionally provide information on the uncertainty associated with the extent of inundation. To arrive at a probabilistic flood hazard map, several flood hydrographs are generated, representing possible scenarios for flood events over a long period of time (e.g., 500 to 1000 years). Each of those hydrographs is routed through the flood plain and probability of inundation for all locations in the plain is estimated to derive the probabilistic flood hazard map. For gauged catchments, historical streamflow and/or rainfall data may be used to determine design flood hydrographs and the corresponding hazard maps using various strategies. In the case of ungauged catchments, however, there is a dearth of procedures for prediction of flood hazard maps. To address this, a novel multivariate regional frequency analysis (MRFA) approach is proposed. It involves (i) use of a newly proposed clustering methodology for regionalization of catchments, which accounts for uncertainty arising from ambiguity in choice of various potential clustering algorithms (which differ in underlying clustering strategies) and their initialization, (ii) fitting of a multivariate extremes model to information pooled from catchments in homogeneous region to generate synthetic flood hydrographs at ungauged target location(s), and (iii) routing of the hydrographs through the flood plain using LISFLOOD-FP model to derive probabilistic flood hazard map. The MRFA approach is designed to predict flood hydrograph related characteristics (peak flow, volume and duration of flood) at target locations in ungauged basins by considering watershed related characteristics as predictor/explanatory variables. An advantage of the proposed approach is its ability to account for uncertainty in catchment regionalization and dependency between all the flood hydrograph related characteristics reliably. Thus, the synthetic flood hydrographs generated in river basins appear more realistic depicting the observed dependence structure among flood hydrograph characteristics. The approach alleviates several uncertainties found in conventional methods (based on conceptual, probabilistic or geomorphological approaches) which affect estimation of flood hazard. Potential of the proposed approach is demonstrated through a case study on catchments in Mahanadi river basin of India, which extends over 141,600 km2 and is frequently prone to floods. Comparison is shown between flood hazard map obtained based on true at-site data and that derived based on the proposed MRFA approach by considering the respective sites to be pseudo-ungauged. Coefficient of correlation and root mean squared error considered for performance evaluation indicated that the proposed approach is promising.

How to cite: Kezhkepurath Gangadhara, K. and Venkata Vemavarapu, S.: Probabilistic Flood Hazard Maps at Ungauged Locations Using Multivariate Extreme Values Approach, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-732, https://doi.org/10.5194/egusphere-egu2020-732, 2020.

EGU2020-6376 | Displays | NH1.1

Impact of large-scale future floods on the railway system

Weiping Wang, Saini Yang, Huijun Sun, Jianjun Wu, and Jianxi Gao

Increasing flood risk was caused by expanding climate change. The floods directly or indirectly disrupt the railway system and arise a significant negative impact on our social-economic system. This study developed an integrated approach to explore the impact of large-scale future floods on railway system. Firstly, A three layered traffic flow simulation model was constructed to study propagation and amplification effects of component failure after the event of flooding in the system. Secondly, future runoff scenarios were produced by using five global climate models and three different representative concentration pathways. The future floods was simulated by using CaMa-Flood model after inputting future runoff scenarios. Furthermore, we imposing simulated future floods into traffic simulation system and develop two measurements to evaluate the impact of floods on the railway system as the perspective of the entire system. Here we explore the impact of floods on the real-world highway network of China. The results illustrate that: (i) Unprecedented uncertainty. The damage of the flood to the railway system is not linearly and positively correlated with representative concentration pathway and the year within different global climate models; Floods in different years have different impacts in connections among regions; (ii) Unacceptable damage. 59.76 % of railway segments inundated and 98.61461% of large cities could not be reached by extreme floods. These results have critical policy implications for the transport sector in reference to railway location and design, railway network optimization and protection and can be also easily adapted to analyze other spatial damages for valuable protection suggestions.

How to cite: Wang, W., Yang, S., Sun, H., Wu, J., and Gao, J.: Impact of large-scale future floods on the railway system, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6376, https://doi.org/10.5194/egusphere-egu2020-6376, 2020.

Catastrophic flooding resulting from extreme tropical cyclones has occurred more frequently and drawn great attention in recent years in China. Coastal cities are particularly vulnerable to flood under multivariable conditions, such as heavy precipitation, high sea levels, and storms surge. In coastal areas, floods caused by rainstorms and storm surges have been one of the most costly and devastating natural hazards in coastal regions. Extreme precipitation and storm tide are both inducing factors of flooding and therefore their joint probability would be critical to determine the flooding risk. Usually, extreme events such as tidal level, storm surges, precipitation occur jointly, leading to compound flood events with significantly higher hazards compared to the sum of the single extreme events. The purpose of this study is to improve our understanding of multiple drivers to compound flooding in shanghai. The Wind Enhance Scheme (WES) model characterized by Holland model is devised to generate wind "spiderweb" both for historical (1949-2018) and future (2031-2060, 2069-2098) tropical cyclones. The tidal level and storm surge model based on Delft3D-FLOW is employed with an unstructured grid to simulate the change of water level. For precipitation, maximum value between tropical cyclone events is selected. Following this, multivariate Copula model would be employed to compare the change of joint probability between tidal level, storm surge and heavy precipitation under climate change, taking into account sea-level rise and land subsidence. Finally, the impact of tropical cyclone on the joint risk of tidal, storm surge and heavy precipitation is investigated. 

How to cite: Xu, H.: Compound impact of rainfall, tidal level and storm surge on flood risk from tropical cyclones in the coastal area of shanghai, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6518, https://doi.org/10.5194/egusphere-egu2020-6518, 2020.

EGU2020-7334 | Displays | NH1.1 | Highlight

Probabilistic Flood Loss Models for Companies

Lukas Schoppa, Tobias Sieg, Kristin Vogel, Gert Zöller, and Heidi Kreibich

Flood risk assessment strongly relies on accurate and reliable estimation of monetary flood loss. Conventionally, this involves univariable deterministic stage-damage functions. Recent advancements in the field promote the use of multivariable probabilistic loss estimation models which consider damage controlling variables beyond inundation depth. Although companies contribute significantly to total loss figures, multivariable probabilistic modeling approaches for companies are lacking. Scarce data and heterogeneity among companies impedes the development of novel company flood loss models.

We present three multivariable flood loss estimation models for companies that intrinsically quantify prediction uncertainty. Based on object-level loss data (n=1306), we comparatively evaluate the predictive performance of Bayesian networks, Bayesian regression and random forest in relation to established stage-damage functions. The company loss data stems from four post-event surveys after major floods in Germany between 2002 and 2013 and comprises information on flood intensity, company characteristics and private precaution. We examine the performance of the candidate models separately for losses to building, equipment, and goods and stock. Plausibility checks show that the multivariable models are able to identify and reproduce essential relationships of the flood damage processes from the data. The comparison of the prediction capacity reveals that the proposed models outperform stage-damage functions clearly while differences among the multivariable models are small. Even though the presented models improve the accuracy of loss predictions, wide predictive distributions underline the necessity for the quantification of predictive uncertainty. This applies particularly to companies, for which the heterogeneity and variation in the loss data are more pronounced than for private households. Due to their probabilistic nature, the presented multivariable models contribute towards a transparent treatment of uncertainties in flood risk assessment.

How to cite: Schoppa, L., Sieg, T., Vogel, K., Zöller, G., and Kreibich, H.: Probabilistic Flood Loss Models for Companies, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7334, https://doi.org/10.5194/egusphere-egu2020-7334, 2020.

EGU2020-7632 | Displays | NH1.1 | Highlight

Global Flood Model: Revolutionising Flood Catastrophe Modelling

Paul Dunning, Kirsty Styles, Daniel Evans, and Stephen Hutchings

Catastrophe models are well established tools, traditionally used by the re/insurance industry to assess the financial risk to insured property (“exposure”) associated with natural perils. Catastrophe modelling is challenging, particularly for flood perils over large geographical scales, for a number of reasons. To adequately capture the fine spatial variability of flood depth, a flood catastrophe model must be of high spatial resolution. To validly compare estimates of risk obtained from catastrophe models for different geographical regions, those models must be built from geographically consistent data. To compare estimates of risk between any given collection of geographical regions globally, global coverage is required.

Traditional catastrophe models struggle to meet these requirements; compromises are made, often for performance reasons.  In addition, traditional models are typically static datasets, built in a discrete process prior to their use in exposure risk assessment. Scientific assumptions are therefore deeply embedded; there is little scope for the end user to adjust the model based on their own scientific knowledge.

This research presents a new and better approach to catastrophe modelling that addresses these challenges and, in doing so, has allowed creation of the world’s first global flood catastrophe model.

JBA’s Global Flood Model is facilitated by a technological breakthrough in the form of JBA’s FLY Technology. The innovations encoded in FLY have enabled JBA to create a model capable of consistent global probabilistic flood risk assessment, operating at 30m resolution and supported by a catalogue of 15 million distinct flood events (both river and surface water). FLY brings a model to life dynamically, from raw flood hazard data, simultaneously addressing the user configurability and performance challenges.

Global Flood Model and FLY Technology will be of interest to those involved in financial, economic or humanitarian risk assessment, particularly in and between countries and regions not covered by flood catastrophe models to date. The detail of how they work will be covered here, and their power in facilitating consistent global flood risk assessment will be demonstrated.

How to cite: Dunning, P., Styles, K., Evans, D., and Hutchings, S.: Global Flood Model: Revolutionising Flood Catastrophe Modelling, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7632, https://doi.org/10.5194/egusphere-egu2020-7632, 2020.

EGU2020-8000 | Displays | NH1.1 | Highlight

Re-assessing extreme sea level events through interplay of tides and storm surges

Stephen Outten, Tobias Wolf, Fabio Mangini, Linling Chen, and Jan Even Nilsen

Flooding events pose an ever increasing threat in a warming world. Safety standards for buildings and infrastructure are often based on past observations of local sea level, as measured by tide gauges and remote sensing systems. However, sea level at a given location is not an isolated property and is determined by a combination of factors. For extreme sea level events, there are two factors that of particular importance: the astronomical tide, and storm surges. In this work, we analysed measurements from 21 stations in the Norwegian tide gauge network, disentangling the factors contributing to the previously observed extreme events.

By separating the observed sea level into a tidal component and a storm surge component, we found that in many cases the observed extreme sea level events were caused by an extreme storm surge coinciding with only a moderate tide, or an extreme tide coinciding with only a moderate storm surge. This raises the possibility of a ‘super-flooding’ event, where an extreme storm surge may occur with an extreme tide. Even in the short records examined in this study (less than 40 years), the combination of the highest observed tide with the highest observed storm surge would greatly exceed in the 1000-year return level event at many locations. This is often used as a national standard for critical infrastructure.  

We further complement the work by analysing the storm tracks close to Norway. By relating the storm surges with the individual storms giving rise to them, we found that many storm surges during extreme sea level events were related to cyclones of only moderate intensity. Combined with the previous findings, this work suggests the need to assess extreme sea level return values for future construction and infrastructure planning as the result of a multi-variable system. This is in contrast to basing such assessments on the single variable of observed sea level as it is done today.

How to cite: Outten, S., Wolf, T., Mangini, F., Chen, L., and Nilsen, J. E.: Re-assessing extreme sea level events through interplay of tides and storm surges, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8000, https://doi.org/10.5194/egusphere-egu2020-8000, 2020.

Two case studies are considered in the UK, where uncertainty and drivers of coastal flood risk are explored through modelling and visualisations. Visualising the impact of uncertainty is a useful way of explaining the potential range of predicted or simulated flood risk to both expert and non-expert stakeholders.

Significant flooding occurred in December 2013 and January 2017 at Hornsea on the UK East Coast, where storm surge levels and waves overtopped the town’s coastal defences. Uncertainty in the potential coastal flooding is visualised at Hornsea due to the range of uncertainty in the 100-year return period water level and in the calculated overtopping due to 3 m waves at the defences. The range of uncertainty in the simulated flooding is visualised through flood maps, where various combinations of the uncertainties decrease or increase the simulated inundated area by 58% and 82% respectively.

Located at the mouth of the Mersey Estuary and facing the Irish Sea, New Brighton is affected by a large tidal range with potential storm surge and large waves. Uncertainty in the coastal flooding at the 100-year return period due to the combination of water levels and waves is explored through Monte-Carlo analysis and hydrodynamic modelling. Visualisation through flood maps shows that the inundation extent at New Brighton varies significantly for combined wave and surge events with a joint probability of 100 years, where the total flooded area ranges from 0 m2 to 10,300 m2. Waves are an important flood mechanism at New Brighton but are dependent on high water levels to impact the coastal defences and reduce the effective freeboard. The combination of waves and high-water levels at this return level not only determine the magnitude of the flood extent but also the spatial characteristics of the risk, whereby flooding of residential properties is dominated by overflow from high water levels, and commercial and leisure properties are affected by large waves that occur when the water level is relatively high at the defences.

How to cite: Maskell, J.: Uncertainty in coastal flooding: modelling and visualisation, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8390, https://doi.org/10.5194/egusphere-egu2020-8390, 2020.

EGU2020-10879 | Displays | NH1.1

An inter and transdisciplinary participatory approach to assess the current flood risk management practices in Ghana

Adrian Almoradie, Mariana Madruga de Brito, and Mariele Evers

The understanding of the multifaceted nature of flood risk management (FRM) of a country requires the consideration of both social, technical as well as governance aspects. The inclusion of these components in the analysis and assessment of FRM allows comprehending the veracity of its interdependencies, its strengths and weakness that would, in turn, aid in improving the current system.

This paper presents an inter and transdisciplinary and participatory multi-method participatory approach to promptly assess Ghana’s current FRM practices, describing the current gaps and opportunities for improving FRM. Here, we describe the challenges on its institutional, governance and implementation, scientific, technical and social capacity levels and potential ways forward. The methodological  approach comprised a systematic literature review of 53 peer-reviewed articles, stakeholder analysis, engagement of stakeholders on workshops through focus group discussion and collaborative mapping, interviews with key individual stakeholders, and household surveys with 1,479 citizens living in flood prone areas. The stakeholders were identified and categorized into governance and implementation, academia and research and security agencies.

Results show that stakeholders have diverse and even contradictory views regarding FRM in Ghana. Overall, the findings indicate that: (1) the most critical regions are Accra, Kumasi, and the White Volta river basin, (2) the most crucial aspects for reducing vulnerability and exposure are related with high population density, social hotspots and location of Critical Infrastructure, (3) FRM  are unsustainable and unintegrated and it heavily relies on short-term projects and external funders, (4) reliable data is scarcily available and communities need to be engage more in the planning and provision of information and data, (5) there are weaknesses in flood early warning systems (FEWS), institutional collaborations, human capacity, trained FRM professionals and problems in policy implementation, (6) the most important vulnerability criteria are the existence of FEWS, disaster relief agencies, areas with a high density of children and poverty rate, (7) the interviewed communities in Accra and Kumasi claimed that flood disasters are caused mainly by human activities and interventions.

The applied participatory multi-method approach proved to be useful to capture the factual situation of the FRM in Ghana, this was shown when cross-referencing the results of the different methods. The use of a participatory and inter and transdisciplinary approach allowed capturing a multitude of views as well as the stakeholders needs and requirements in terms of FRM. The co-production of knowledged allowed improving the credibility, salience and legitimacy of project outputs.

How to cite: Almoradie, A., Madruga de Brito, M., and Evers, M.: An inter and transdisciplinary participatory approach to assess the current flood risk management practices in Ghana, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10879, https://doi.org/10.5194/egusphere-egu2020-10879, 2020.

EGU2020-11562 | Displays | NH1.1

Towards fast large-scale flood simulations using 2D Shallow water modelling with depth-dependant porosity

Vita Ayoub, Carole Delenne, Patrick Matgen, Pascal Finaud-Guyot, and Renaud Hostache

In hydrodynamic modelling, the mesh resolution has a strong impact on run time and result accuracy. Coarser meshes allow faster simulations but often at the cost of accuracy. Conversely, finer meshes offer a better description of complex geometries but require much longer computational time, which makes their use at a large scale challenging. In this context, we aim to assess the potential of a two-dimensional shallow water model with depth-dependant porosity (SW2D-DDP) for flood simulations at a large scale. This modelling approach relies on nesting a sub-grid mesh containing high-resolution topographic and bathymetric data within each computational cell via a so-called depth-dependant storage porosity. It enables therefore faster simulations on rather coarse grids while preserving small-scale topography information. The July 2007 flood event in the Severn River basin (UK) is used as a test case, for which hydrometric measurements and spatial data are available for evaluation. A sensitivity analysis is carried out to investigate the porosity influence on the model performance in comparison with other classical parameters such as boundary conditions.

How to cite: Ayoub, V., Delenne, C., Matgen, P., Finaud-Guyot, P., and Hostache, R.: Towards fast large-scale flood simulations using 2D Shallow water modelling with depth-dependant porosity, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11562, https://doi.org/10.5194/egusphere-egu2020-11562, 2020.

EGU2020-12405 | Displays | NH1.1

Assessment of the risk of destabilization of vehicles at crossing points between streams and roads

Ricardo Andres Bocanegra Vinasco and Félix Francés

River floods can cause the destabilization of vehicles and vehicles can increase the negative impacts of floods when they are mobilized by the flow, causing economic and life losses. Because of this, integral flood management requires the identification and assessment of the risk to which vehicles are subjected at the crossing points between water currents and roads. In the present investigation a methodology was developed to calculate this risk based on the characteristics of vehicles, floods and traffic. The risk at each stream crossing is calculated by means of the statistical integral of the vehicle vulnerability given the actual exposition and hazard.

 

Hazard corresponds to the probability that flow causes the destabilization of each type of car and is determined from the hydrodynamic characteristics of the floods and the implementation of a stability criterion for partially submerged cars, through which a hazard index is established. Hazard is obtained through the combination of the probability that the flood event occurs with the values that the hazard index would take. The vulnerability of a given type of car is determined by means of a damage function defined from the values of the hazard index. The exposure is established based on the traffic characteristics and the driver behavior.

 

The methodology developed was applied in the municipality of Godelleta (Spain), finding that in approximately a quarter of the 25 intersections between streams and roads, the risk of vehicles due to flooding is relatively high, since it exceeds 0.2 vehicles per year. In approximately half of the intersections the risk is relatively low since it is less than 0.1 vehicles per year. Additionally, it was found that the risk of vehicles in stream crossings due to flooding is highly sensitive to the magnitude of the water level from which drivers decide to interrupt vehicle traffic through flooded crossing. The magnitude of the risk grows as drivers assume less conservative behavior, that is, when they decide to drive with higher water levels.

Key words

Risk of vehicles due to floods

Stability of cars partially submerged

Vulnerability of vehicles to floods

How to cite: Bocanegra Vinasco, R. A. and Francés, F.: Assessment of the risk of destabilization of vehicles at crossing points between streams and roads, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12405, https://doi.org/10.5194/egusphere-egu2020-12405, 2020.

Hydraulic models are increasingly used to assess the flooding hazard. However, all numerical models are affected by uncertainties, related to model parameters, which can be quantified through Uncertainty Quantification (UQ) and Global Sensitivity Analysis (GSA). In traditional methods of UQ and GSA, the input parameters of the numerical models are considered to be independent which is actually rarely the case. The objective of this work is to proceed with UQ and GSA methods considering dependent inputs and comparing different methodologies. At our knowledge, there is no such application in the field of 2D hydraulic modelling.

At first the uncertain parameters of the hydraulic model are classified in groups of dependent parameters. Within this aim, it is then necessary to define the copulas that better represent these groups. Finally UQ and GSA based on copulas are performed. The proposed methodology is applied to the large scale 2D hydraulic model of the Loire River. However, as the model computation is high time-consuming, we used a meta-model instead of the initial model. We compared the results coming from the traditional methods of UQ and GSA (i.e. without taking into account the dependencies between inputs) and the ones coming from the new methods based on copulas. The results show that the dependence between inputs should not always be neglected in UQ and GSA.

How to cite: Pheulpin, L. and Bacchi, V.: Uncertainty quantification and global sensitivity analysis with dependent inputs: Application to the 2D hydraulic model of the Loire River, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18939, https://doi.org/10.5194/egusphere-egu2020-18939, 2020.

EGU2020-19000 | Displays | NH1.1

Uncertainty in the modelling of large scale flood events in the Barotse floodplain, Zambia

Tom Willis, Mark Smith, Donall Cross, Andrew Hardy, Georgina Ettritch, Happiness Malawo, Mweemba Sinkombo, Cosmas Chalo, and Chris Thomas

The Barotse floodplain in the Western Province of Zambia, is a major feature of the Upper Zambezi River, covering an area of 11,000km2, and is inundated annually by a flood cycle that ranges from minimum values in September, to peak levels in April. The annual flooding of the area provides a number of challenges, and critically is a significant component of the life cycle of mosquitos, the principle vector for the transmission of malaria. A research project, FLOODMAL, has been developed to apply process based modelling approaches to the life cycle of the mosquito in the floodplain. A significant component of this approach is the development of a 1D-2D model which can be used to predict the formation of water bodies that are essential to the mosquito breeding cycle. This research presents the uncertainties associated with developing the flood model, with an emphasis on model performance through simulation time. In a typical model exercise, the calibration of input parameters are associated with ensuring that model performance is optimised for representing the peak of a flood event. This can be at the cost of providing a consistent level of model performance throughout a simulation, which is essential in this research.

Using the LISFLOOD-FP computer code, and TanDEM-X1 terrain data, a baseline model of the Barotse floodplain was developed for the 2009 and 2018 events. A set of initial model runs identified key processes to be represented in the model, including evaporation and infiltration. The calibration of the model was focused on defining parameters for surface roughness, channel roughness, evaporation, infiltration, and defining channel topography. A number of datasets were available for model calibration, such as LandSAT imagery to compare observed and modelled extent at various points throughout the year, and downstream river gauge data. To further understand the uncertainties associated with the modelling, sensitivity analysis was undertaken using an emulator- based approach to define the contribution of the input parameters to overall model variance. The results indicate that parameters that control the movement of water across the floodplain (surface roughness) are generally the most significant of the inputs at all points in the year, although the level of this significance changes at different phases.

How to cite: Willis, T., Smith, M., Cross, D., Hardy, A., Ettritch, G., Malawo, H., Sinkombo, M., Chalo, C., and Thomas, C.: Uncertainty in the modelling of large scale flood events in the Barotse floodplain, Zambia , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19000, https://doi.org/10.5194/egusphere-egu2020-19000, 2020.

EGU2020-19057 | Displays | NH1.1

From Flash Flood Vulnerability and Risk Assessment to Property Damage Prediction: the Value of Machine Learning

Atieh Alipour, Peyman Abbaszadeh, Ali Ahmadalipour, and Hamid Moradkhani

Flash floods, as a result of frequent torrential rainfalls caused by tropical storms, thunderstorms,
and hurricanes, are a prevalent natural disaster in the southeast U.S. (SEUS), which frequently
threaten human lives and properties in the region. According to the U.S. National Weather
Service (NWS), flash floods generally initiate within less than six hours of an intense rainfall
onset. Therefore, there is a limited chance for effective and timely decision-making. Due to the
rapid onset of flash floods, they are costly events, such that only during 1996 to 2017 flash
floods imposed 7.5 billion dollars property damage to the SEUS. Therefore, estimating the
potential economic damages as a result of flash floods are crucial for flood risk management and
financial appraisals for decision makers. A multitude of studies have focused on flood damage
modeling, few of which investigated the issue on a large domain. Here, we propose a systematic
framework that considers a variety of factors that explain different risk components (i.e., hazard,
vulnerability, and exposure) and leverages Machine Learning (ML) for flood damage prediction.
Over 14,000 flash flood events during 1996 to 2017 were assessed to analyze their characteristics
including frequency, duration, and intensity. Also, different data sources were utilized to derive
information related to each event. The most influential features are then selected using a multi
criteria variable selection approach. Then, the ML model is implemented for not only binary
classification of damage (i.e., whether a flash flood event caused any damage or not), but also for
developing a model to predict the financial consequences associated with flash flood events. The
results indicate a high accuracy for the classifier, significant correlation and relatively low bias
between the predicted and observed property damages showing the effectiveness of proposed
methodology for flash flood damage modeling applicable to variety of flood prone regions.

How to cite: Alipour, A., Abbaszadeh, P., Ahmadalipour, A., and Moradkhani, H.: From Flash Flood Vulnerability and Risk Assessment to Property Damage Prediction: the Value of Machine Learning, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19057, https://doi.org/10.5194/egusphere-egu2020-19057, 2020.

EGU2020-21735 | Displays | NH1.1

Computational fluid dynamics (CFD) for “typical Dutch” houses failure: experiments and numerical modelling comparison.

Manuel Andrés Díaz Loaiza, Benedikt Bratz, Jeremy Bricker, and PAul Korswagen

Computational fluid dynamics (CFD)  for “typical Dutch” houses failure: experiments and numerical modelling comparison.

Authors: Andres Diaz Loaiza1, Benedikt Bratz1,2, Jeremy Bricker1 and Paul Korswagen1

1- Hydraulic Structures and Flood Risk, Technical University of Delft, 1- Technische Universität Braunschweig

 

Coastal and riverine floods can be a catastrophic natural hazard with importance consequences. Many of the casualties occurring during these events can be attributed to the collapse of residential houses, and it is thus required to gain knowledge about the failure mechanism of these structures. Multiple variables can lead to various flow conditions that will in turn represent different load pressures over the house; among these, the type of the material (used in the construction), the orientation angle in respect to the main flow direction, the shape of the structure, and the urban density (blockage ratio), are relevant. In the present paper, small scale experiments are compared with CFD simulations performed with openFOAM in order to obtain a numerical model than can predict different combinations of load pressures for various flood events.

 

The present study aims to represent different “typical Dutch” houses near or close to a dam break in which rapid high flow velocities and depths can be presented. The flow conditions and load pressures outputs are compared to physical results in order to validate the numerical model.

How to cite: Díaz Loaiza, M. A., Bratz, B., Bricker, J., and Korswagen, P.: Computational fluid dynamics (CFD) for “typical Dutch” houses failure: experiments and numerical modelling comparison., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21735, https://doi.org/10.5194/egusphere-egu2020-21735, 2020.

EGU2020-3200 | Displays | NH1.1

Development of Flood Hazard Map from Probabilistic Embankment Collapse Inflow

Changhee Lee, Myeong Jun Nam, and Jae Young Lee

Flood damages caused by abnormal climate changes occur frequently every year. Systems to predict and respond to disasters are required to prepare for flood damages. The embankment overflow and collapse mechanism due to the rapid increase of river water level in flood are quite complex, varied, and uncertain. In this study, changes of river embankment collapse widths and flood inflows were calculated. In this case, the MCS-based probability flood levels were used based on th hydrologcal scenario, which takes into account the uncertainty of the parameters of extreme precipitation through the abnormal frequency analysis. In addition, two-dimensional inundation analysis was performed to estimate flood depth and flood area, and to produce a probabilistic flood hazard map. By quantitatively evaluating the uncertainty of the parameters in consideration of the overall mechanism of flood occurrence, we obtained more reliable predictions of flood depth than conventional deterministic analyses.

 

How to cite: Lee, C., Nam, M. J., and Lee, J. Y.: Development of Flood Hazard Map from Probabilistic Embankment Collapse Inflow, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3200, https://doi.org/10.5194/egusphere-egu2020-3200, 2020.

EGU2020-5416 | Displays | NH1.1

Cumulant lattice Boltzmann approach: an application to hydraulic risk

Silvia Di Francesco, Sara Venturi, and Martin Geier

The purpose of this work is the implementation and the application of a semi-automatic procedure for modelling flood events, based on the coupled use of a GIS subroutine and a two-dimensional (2D) lattice Boltzmann hydraulic model solving shallow water equations. The lattice Boltzmann method (LBM) with cumulant collision operator is chosen as a numerical technique for the solution of the hydrodynamic problem. The cumulant LBM is based on the use of cumulants as basis and relaxes, in the collision step, quantities (cumulants) that are Galilean invariant by construction. It overcomes the defects in Galilean invariance of the original multi relaxation times methods and it has been shown to further improve stability. An adaptation of the original formulation for a single-phase fluid is therefore proposed and developed to reproduce shallow free surface flows. Special attention is due to the wet-dry front in shallow flows; in fact, a correct simulation of such processes plays a crucial role in practical engineering studies.

The chosen mesoscopic model, thanks to the peculiar characteristic of LBM codes of being easily parallelized, could allow accurate and realistic wave prediction in a low computation time, introducing the possible application for the assessment of the hydraulic risk.

The preparation of the input data (pre-processing) and the analysis of the modelling results (post-processing) are assisted by an interchange routines using an open source GIS platform.

The proposed methodologies are tested and validated through the use of analytical solutions and experimental solutions. Moreover, the suitability of the proposed mathematical model for large scale hydraulic engineering applications is discussed through the modelling of a real flood event, highlighting the good performances of the cumulant model.

How to cite: Di Francesco, S., Venturi, S., and Geier, M.: Cumulant lattice Boltzmann approach: an application to hydraulic risk, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5416, https://doi.org/10.5194/egusphere-egu2020-5416, 2020.

EGU2020-13319 | Displays | NH1.1

Presenting hydrological and data driven flood simulation-prediction methods to develop a decision-making model

Mohammad Zare, Guy Schumann, Felix Norman Teferle, Patrick Matgen, and Paul D. Bates

Flooding is the number one natural disaster in terms of insured and uninsured losses annually. The development of reliable methods for flood simulation have greatly improved our ability to predict floods thereby reducing damages and loss of life in flood-prone regions. However, there is still a lot of room for improvement and innovation to provide better predictions, especially for flash floods, particularly in urban areas  This is addressed in the present study, the goal of which it is to improve simulation and prediction of flash floods and to develop a spatial decision-making model for implementing flood protection measures. In this regard, different approaches for flood simulation and flood protection should be applied. The proposed methodology links flood hazard modeling, remote sensing and machine learning methods. Combining these physical models and data driven methods will result in a more reliable hybrid model that can be employed for prediction of (flash) floods and event analysis. In order to achieve the research goal of present study we: i) add more functionality to a hydrodynamic model code; ii) complement the latter with data driven methods ;iii) develop a spatial decision-making model framework for defining flood protection measures, iv) validate process-based and data driven methods, and finally v) cross-evaluate Light Detection And Radar (LiDAR) topography with available local super-resolution drone data to assess the ability to incorporate local flood defenses into the models. The most important outcome is the creation of valuable flood maps in areas where it matters - while accounting for effects of land use and climate change. This will serve scientists as well as land and risk management authorities with better actionable flood risk information in locations where people and assets are located and in danger. It also develops innovative methodologies for estimating the changing risk from flash floods based on land use scenarios and climate change projections. Moreover, developing spatial multi-criteria decision making (SMCDM) can help decision makers to determine suitable locations and methods for flood protection measures. These methods will be particularly valuable in the context of solving current challenges of accounting for and mitigating flash floods and the effects of climate change.

How to cite: Zare, M., Schumann, G., Teferle, F. N., Matgen, P., and Bates, P. D.: Presenting hydrological and data driven flood simulation-prediction methods to develop a decision-making model , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13319, https://doi.org/10.5194/egusphere-egu2020-13319, 2020.

EGU2020-13387 | Displays | NH1.1

A Stable and Efficient Flood Routing Model Based on Unstructured Grid

Shan Zhou and Hongchang Hu

Godunov-type schemes are widely applied to solve shallow water equations. In this study, a novel non-negative water depth Multislope MUSCL reconstruction method is incorporated into a two-dimensional unstructured cell-centered Godunov-type finite volume model to simulate shallow water flows, It is verified that the method performs well in avoiding non-physical oscillation and also has well-balanced performance by simulate three test cases. Due to the limitation of CFL conditions, mesh refinement will greatly increase the computational cost. In this study, A Local Time Stepping(LTS) strategy is specifically designed to greatly improve the computational efficiency. In addition, in order to make the model suitable for more application scenarios, we have realized the coupling of one-dimensional and two-dimensional models. Based on the above three improvements, we have developed a stable and efficient flood routing model.

How to cite: Zhou, S. and Hu, H.: A Stable and Efficient Flood Routing Model Based on Unstructured Grid, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13387, https://doi.org/10.5194/egusphere-egu2020-13387, 2020.

A high-resolution Digital Terrain Model 5m x 5m, land use characteristics and a validated output hydrograph from an extreme rainfall event were used as input to the coupled 1D/2D HEC-RAS hydraulic model in order to obtain the flooded area extent at the downstream segment of a small basin in the island of Crete. A spatially varying Manning’s roughness coefficient n was used to identify the differences between land coverage for the channel bed and the floodplain. Lateral structures were designed along the left and right overbanks of the stream, connecting the 1D stream flow with the 2D flow areas. The weir coefficient, used to convey the flow above the lateral structures, was also chosen for model validation in the control cross section. Detailed flood hazard mapping at the peak discharge was produced, along with the flood depths at times before and after the heavy precipitation event, in order to obtain the time evolution of the flooded area extent. The results obtained by the 1D hydraulic model are limited in their 2D lateral output that is crucial to the floodplain extent. The 1D/2D provides more detailed output concerning the flood extent at the peak discharge, as well as the maximum water depths and velocities at every grid point of the computed mesh. Defining accurate flood inundated areas is of utmost importance in civil protection agencies in order to initiate a proper early flood warning. At the same time, each EU Member State country is required to produce flood hazard maps according to EU Floods Directive at the river basin level. These 1D/2D simulation results can be beneficial in the aforementioned requirements for low probability extreme floods’ basin management.

How to cite: Sarchani, S. and Tsanis, I.: Modelling the flooded area extent at the downstream segment of a small basin through a coupled 1D/2D hydraulic model, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13977, https://doi.org/10.5194/egusphere-egu2020-13977, 2020.

EGU2020-16441 | Displays | NH1.1

Evaluation of two automated inundation-mapping methods

Nabil Hocini, Eric Gaume, Olivier Payrastre, François Bourgin, Philippe Davy, Dimitri Lague, Frédéric Pons, and Léa Poinsignon

Flash Floods cause significant material and human damage worldwide. In France, they frequently hit small rivers of the Mediterranean area, often inducing catastrophic consequences.

Considering the large number of possibly affected small watercourses, the use of automated flood-mapping methods may be of great help for the identification of the possibly affected areas and the prediction of the potential consequences of this type of floods.

In 2019, a first evaluation of three automated inundation-mapping methods, directly implemented on high-resolution Digital Terrain Models (DTM) was presented (https://meetingorganizer.copernicus.org/EGU2019/EGU2019-15710-1.pdf). The automatically retrieved flood extent maps were compared with simulated reference maps from local expert studies.        

As a continuation of this work, an application of the two best performing of these methods (1D caRtino approach and 2D Floodos approach), is presented here for the simulation of  three recent flash flood events:

  • The 15th of June 2010 flood on the Argens watershed: 25 deaths, more than 1 billion € of economic damage, 585 km of affected and simulated rivers.
  • The 3rd – 4th, of october 2015 floods in the French Riviera: 20 deaths, and 600 million € of economic damage, 131 km of affected and simulated rivers.
  • The 15th - 16th of October 2018 flood on the Aude watershed: 15 deaths, approximatively 300 million € of economic damage, 569 km of affected and simulated rivers.

At first, the peak discharges for each reach of the stream network are estimated with a hydrological model (CINECAR), calibrated against discharge values based on extensive post-event surveys. The hydraulic simulations with the two methods are then run for each reach separately in steady-state regime, based on estimated peak discharges, to obtain simulated flood maps at the reach scale that are then combined to obtain a flood extent map for the simulated event. The computation times are calculated for the two methods and compared.

The simulation results are compared with observed flood extent maps and high water marks. The flood extent maps are compared based on a critical success index criterion (CSI), showing an overall very good correspondence. The simulated water levels show a difference of less than 50 cm with high water marks in most cases.

Finally, a sensitivity analysis to the quality of DTM input information and roughness coefficients is presented.

How to cite: Hocini, N., Gaume, E., Payrastre, O., Bourgin, F., Davy, P., Lague, D., Pons, F., and Poinsignon, L.: Evaluation of two automated inundation-mapping methods, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-16441, https://doi.org/10.5194/egusphere-egu2020-16441, 2020.

In this work, a methodology for quantifying the relative impact of hydrological and hydraulic modelling parameterizations on uncertainty of inundation maps has been developed and applied in the Marta river basin, central Italy. A lumped rainfall-runoff forced by a synthetic hyetograph derived from regionalized IDF curves and a Quasi-2D hydraulic model were adopted to delineate the flood hazard maps related to different return periods. The uncertainty related to the design rainfall estimation method, given by the limited length of the time series from which the IDF curves fitted, was considered adopting a Monte Carlo approach.  On the other hand, the uncertainty related to floodplain roughness was considered adopting literature values. The above mentioned methodologies for representing both uncertainties were applied simultaneously and separately. Results, expressed in terms of variability of simulated flood extents and flow depths, suggest a significant predominance of the uncertainty related to hydrological modelling as respect to the hydraulic modelling.

How to cite: Volpi, E., Annis, A., Nardi, F., and Fiori, A.: Is hydraulic modelling parametrization the major source of variability in flood hazard assessment? Insight into hydrologic uncertainty and the role of design rainfall in probabilistic flood maps, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19385, https://doi.org/10.5194/egusphere-egu2020-19385, 2020.

EGU2020-20084 | Displays | NH1.1

Flood risk assessment and cultural heritage impact in the Instituto Superior de Arte (ISA) in Habana.

Daniele Fabrizio Bignami, Leonardo Stucchi, Daniele Bocchiola, Christian Zecchin, Davide Del Curto, Andrea Garzulino, and Renzo Rosso

Keeping ISA Modern is a project of Fondazione Politecnico di Milano and other partners aimed at planning the conservation of some of the buildings (Schools) of the University of Arts (ISA) of Cuba, built over a former country club, designed by eminent architects of the time (Vittorio Garatti, Roberto Gottardi and Ricardo Porro), and bestowed with the status of UNESCO World Heritage in 2003.

Most of the Schools are currently unusable, also due to damages caused by frequent floods from the surrounding Rio Quibù river, and they need urgent restoration if they are to be used. Personnel of Politecnico di Milano carried out a field survey on the Rio Quibù during 2019, and also based upon information from the Cuban National Institute of Hydraulic Resources (INRH) they studied established flood risk for ISA.

Here, we built a high-resolution digital terrain model (DTM) of the park where Schools are located, using laser scanner data, and previously georeferenced points. Using field measurements taken in June 2019 we were able to assess geometry (included bridges), slope and roughness coefficients of the main channel of the Quibù river, influence of the sea level. Then using as input critical discharge data provided by INRH we evaluated flood area and flood volume for 4 representative return periods (5, 20, 50, 100 years).

The most impacted building is the School of Ballet, located within a narrow meander of Rio Quibù, immediately upstream of a narrow bridge, clogging largely during floods, only 1 km far from the sea, and with drainage system unable to discharge storm water.

Given the high required cost, a partially collapsed wall originally partially protecting the School of Ballet was not rebuilt, and we are now exploring flood mitigation strategy which are cheaper, and feasible from the point of view of compatibility with the historical and architectural value of the building.

How to cite: Bignami, D. F., Stucchi, L., Bocchiola, D., Zecchin, C., Del Curto, D., Garzulino, A., and Rosso, R.: Flood risk assessment and cultural heritage impact in the Instituto Superior de Arte (ISA) in Habana., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20084, https://doi.org/10.5194/egusphere-egu2020-20084, 2020.

EGU2020-20797 | Displays | NH1.1

Innovative tools for improving flood risk reduction strategies: the FLORIS project

Giuseppe Tito Aronica, Giusina Brigandi, Negin Binesh, Simon McCarthy, Christophe Viavattene, Sally Priest, Emina Hadzcic, Miranda Deda, Laura Rossello, and Halim Koxhai

The FLORIS project aims to study innovative approaches for the development of integrated flood risk scenarios taking into consideration critical specific issues of areas at risk and the consequences of high frequency/low damage events that affect them. High frequency floods still involve and require mitigation actions on the part of civil protection and citizens before floodwaters inundate the land and directly impact assets. These emergency actions can benefit from enhanced protocol development based on realistic scenarios.

In particular, the main idea is to develop a supporting decision tool for the comparative analysis of disaster reduction strategies in flood risk management. This will have a specific focus on studying the functional vulnerability of critical infrastructure in order to preserve their efficiency during and after hazardous events. This include, hydraulic modelling at a finer scale, vulnerability and damage analysis at single element scale.

To address the project aims, identification of critical infrastructures that influences both the actions and outcomes of civil protection in flood prone areas and the disruption to the at-risk public, will be undertaken. To achieve the goal, initial steps consist of presenting to, and discussing with, civil protection teams the established approaches already available to them together with those identified by the project team from past research and within the literature. This will identify opportunities to further develop the civil protection protocols via innovative modelling of cascade effects incorporating existing algorithms. The developed procedures for flood risk reduction, taking into account resource management requirements will then be applied in a pilot case study, in the city of Berat, Albania and in Sarajevo, Bosnia and Herzegovina.

Working with the relevant professionals who are the principal beneficiaries of the project enables protocols to be co-developed to include associated physical, social and resource characteristics particular to the selected location. The main achievements will include enhanced management for flood protection in the beneficiary organisation with increased awareness of the interrelationships both spatially and temporally enhancing management protocols, protocols more closely aligned with existing beneficiaries’ procedures and resources for sustainability and establishing tools that are transferable to other regional and country contexts.

The main expected output is a suite of tools, embedded in a cascade procedure, able to support various actors (Civil Protection, municipalities, administrations, professionals, etc.) in planning and design measures to improve flood risk management actions under different and variable risk scenarios including climate and global change.

Acknowledgements

FLORIS (Innovative tools for improving FLood risk reductiOn stRategIeS) project has received funding from the EUROPEAN COMMISSION - under the 2018 Call Prevention and Preparedness in Civil Protection  (Project number: UCPM-2018-PP-AG  - 826561)

How to cite: Aronica, G. T., Brigandi, G., Binesh, N., McCarthy, S., Viavattene, C., Priest, S., Hadzcic, E., Deda, M., Rossello, L., and Koxhai, H.: Innovative tools for improving flood risk reduction strategies: the FLORIS project, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20797, https://doi.org/10.5194/egusphere-egu2020-20797, 2020.

EGU2020-20508 | Displays | NH1.1

Flood proofing measures cost-efficiency analysis for hydraulic risk mitigation in an urbanized riverine area

Ugo Ventimiglia, Giuseppe Tito Aronica, and Angela Candela

Flood proofing measures cost-efficiency analysis for hydraulic risk mitigation in an urbanized riverine area

Ugo Ventimiglia 2, Angela Candela 1, Giuseppe Tito Aronica 2

1 Department of Engineering, University of Palermo, Palermo, Italy

2 Department of Engineering, University of Messina, Messina, Italy

Use of non-structural measures for flood risk mitigation is often more economically accessible, easy to implement and are highly effective, but only if this use is supported by a detailed hydraulic analysis necessary for a correct design. Among the non-structural measures, a progressive and increasingly accentuated importance is attributed to flood proofing interventions, especially in view of the pursuit of risk resilience objectives. Flood proofing interventions are normally classified in two main types: dry flood proofing and wet flood proofing. One measure of dry flood proofing is the shielding, which consists in the use of flood barriers, which can be installed at the entrance of the buildings or at a certain distance from them in order to avoid contact with the houses and deviate the flow of water. A similar type of interventions also avoids inducing sensations of false security (levee effect) in the exposed population and therefore contributes to increasing their resilience. In the context of risk management, resilience is the intrinsic ability of a system to modify its functioning before, during and following a change or an event, so as to be able to continue the necessary operations both under expected conditions and under unexpected conditions. Aim of work presented here is to determine an optimal combination and choice between different types of structural and non-structural measures, through the development of a methodology for assessing the real effectiveness of different measures, through a cost-benefit analysis (CBA) starting from the estimate of direct flood damage. The application of the CBA, to the real case study of the Mela river, located in north-eastern Sicily, which suffered a flooding in October 2015, supported by the determination of the real damages after the flood and the modelling of the same for the alternative scenario, has returned results significant capable of affirming the ability to reduce or avoid part of the damage.

https://drive.google.com/file/d/14dlP9Nt0A8bc4UUrv8az8pxIHp8bZ6GV/view?usp=sharing

 

How to cite: Ventimiglia, U., Aronica, G. T., and Candela, A.: Flood proofing measures cost-efficiency analysis for hydraulic risk mitigation in an urbanized riverine area, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20508, https://doi.org/10.5194/egusphere-egu2020-20508, 2020.

EGU2020-20984 | Displays | NH1.1

Scaling the piping process

Willem-Jan Dirkx, Rens Van Beek, and Marc Bierkens

Scaling the piping process

 

W.J. Dirkx*a, L.P.H. van Beeka, M.F.P. Bierkensa,b

 

*Corresponding author

a University of Utrecht, Department  of Physical Geography, Faculty of Geosciences, P.O. 80.115, 3508 TC,    

  Utrecht, the Netherlands

bDepartmentStochastic hydrology and geohydrology, Deltares, P.O. 85467, 3508 AL, Utrecht, the Netherlands.

 

Seepage underneath river embankments during high water events can lead to erosion by piping. Elevated hydraulic gradients will drive groundwater flow, which when large enough, may breach the confining layer by bursting and wash out finer non-cohesive sediments, especially if the outflow is concentrated in a single point. As material is removed, a pipe may form and continue to progress upstream eventually undermining the embankment. Although often approached as a geotechnical or engineering problem in terms of embankment failure, the process can also be approached from different scales as a geohydrological problem. On the scale of an entire delta there are multiple channel belts that define the regional groundwater flow patterns. On the scale of a single stretch of river embankment the interaction between the river, present channel belts, their orientation, and channel belt architectural elements dominate the exact location of bursting and associated discharge. From there on the process scale becomes important, where the grain size distribution within the facies where the piping is taking place. And the process is dominated by regional bulk hydraulic conductivity in terms of discharge magnitude and grain size distribution at the tip of the pipe in terms of erodibility. In this study, a set of embedded models for the various scales is developed and tested that simulates the formation of a single pipe at these various scales in a holistic approach. Geohydrological conditions are linked to a representation of saturated hydraulic conductivity based on the local grain size distribution to model the feedback between groundwater flow, subsurface conditions and piping at these various scales. Thus, the model assesses the influence of subsurface heterogeneity on piping and its performance was assessed on the basis of field observations and laboratory experiments. Our results show the validity of the model and stress the need to treat piping as a three-dimensional geohydrological problem.

How to cite: Dirkx, W.-J., Van Beek, R., and Bierkens, M.: Scaling the piping process, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20984, https://doi.org/10.5194/egusphere-egu2020-20984, 2020.

EGU2020-21969 | Displays | NH1.1

A data-driven statistical approach for flood hazard zoning at national scale

Ivan Marchesini, Mauro Rossi, Paola Salvati, Marco Donnini, Simone Sterlacchini, and Fausto Guzzetti

The delimitation of flood-prone areas is an important non-structural measure that proves to be effective in the long term in reducing food risk.

In Italy, more than 20 basin’s Units of Management (UoMs) were in charge to delineate the flood hazard zoning (FHZ) for three different flood return periods. Mostly, FHZ was prepared using physically based models i.e., considering the rainfall-runoff transformation and simulating the flood discharge through the river network. Physically-based models require many inputs and boundary conditions including: hydro-meteorological data, detailed characterization of the geometry of the riverbeds, roughness, infiltration parameters and also real hydrometric measurements in order to be calibrated. Physically based modelling is therefore a long, time consuming and resource intensive process that should be frequently updated to take into account the river channel changes. As a consequence, the Italian FHZ suffers from an underlying lack of homogeneity across the different UoMs, resulting in significant differences on the percentage of the river network for which the flood-prone areas were delineated.

As alternatives to physically based models, in recent years many authors have produced maps of flood susceptibility or hazard using expert (e.g. Analytic Hierarchy Process) or data-driven (e.g.  multivariate statistics or machine learning) approaches. Such methods were mostly used in ungauged territories where hydro-meteorological data is not available.

Here we present a procedure, named Flood-SHE (Flood - Statistical Hazard Evaluation), which is aimed at the delineation of flood-prone areas and the corresponding expected water depth, using a multivariate statistical classification model. Flood-SHE was applied to the entire Italian territory with the aim to integrate the UOMs FHZ where it is not available or incomplete. The classification model was trained exploiting the existing UoMs FHZ and using, as independent variables, a set of geomorphometric layers (derived at 10x10 meters ground resolution) which includes the distance and height to the closest rivers and to the basins outlets, the local DEM slope, a stream order classification criterion and the DEM local roughness. Random training and validation areas were used for the classification model in order to obtain an estimation of the uncertainty of the values of the predictive performance indexes. Results highlight (i) the significance of the the variables distance and height to the closest rivers, roughness and stream order in predicting the flood-prone areas, (ii) the impact of the UoMs morphology and the quality of UoMs FHZ on the reliability of the statistically modeled flood-prone areas.

How to cite: Marchesini, I., Rossi, M., Salvati, P., Donnini, M., Sterlacchini, S., and Guzzetti, F.: A data-driven statistical approach for flood hazard zoning at national scale, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21969, https://doi.org/10.5194/egusphere-egu2020-21969, 2020.

EGU2020-22470 | Displays | NH1.1

FLOOD SUSCEPTIBILITY in ENDORHEIC AREAS: The case study of Salento peninsula in Apulia (Italy)

Michele Del Vecchio, Sara Brizzi, Carlo De Michele, Giovanni Menduni, and Maria Antonia Pedone

The concept of “flood susceptibility” is generally used to identify the flood prone areas. The flood susceptibility defines the probability of a territory to be flooded, and generally is determined according to its geo-litho-morphological and climatic characteristics. Here, we assessed the flood susceptibility in the Apulia region (Southern Italy). This region is characterized by the presence of endorheic basins located in the Salento peninsula. During ordinary rainfall events, these endorheic basins collect all the runoff into karst sinkholes. On the contrary, during severe rainfall events, the runoff saturates the capacity of sinkholes and the further runoff overflows in the lowland. The aim of the work is to characterize properly the flood susceptibility in endorheic areas, which is not adequately investigated at our knowledge.

How to cite: Del Vecchio, M., Brizzi, S., De Michele, C., Menduni, G., and Pedone, M. A.: FLOOD SUSCEPTIBILITY in ENDORHEIC AREAS: The case study of Salento peninsula in Apulia (Italy), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22470, https://doi.org/10.5194/egusphere-egu2020-22470, 2020.

EGU2020-22471 | Displays | NH1.1

Physically based metrics to evaluate the hydraulic distance between the drainage network and a DEM cell

Giovanni Menduni, Daniele Bignami, Carlo De Michele, Michele Del Vecchio, and Aravind Harikumar

The distance between the drainage network and a generic pixel of a DEM is an important indicator for different categories of geomorphologic and hydrologic processes, particularly as far as the analysis of susceptibility to flood is concerned (Tehrany, Pradhan, & Jebur, 2014). 

On the DEM domain D ⊂ ℜ3 and its subset given by the hydraulic network N ⊂ D, the distance is a function d: N x D → ℜ. The problem is far from uniquely determined, particularly in the field of flood susceptibility. In this specific case literature tends to consider two different distances, horizontal and vertical, given in theory by the projection of the actual distance on the two directions. Presently, the problem is effectively divided into substantially disconnected approaches.

Several authors, for the horizontal distance, use forms of Euclidean distance. Generally (Tehrany, Pradhan, & Jebur, 2014), (Tehrany, et al., 2017), (Lee, Kang, & Jeon, 2012), (Tehrany, Lee, Pradhan, Jebur, & Lee, 2014), (Khosravi, et al., 2018), (Rahmati, Pourghasemi, & Zeinivand, 2016) the distance is discretized in classes via buffers of progressively increasing size. The vertical distance, on the other hand, is determined as the absolute difference between the elevations. A different approach is taken from (Samela, et al., 2015), (Manfreda, et al., 2015), (Manfreda, Samela, Sole, & Fiorentino, 2014), (Samela, Troy, & Manfreda, 2017), who consider the flow distance, viz. the distance along the hydraulic path. This procedure firstly identifies for each point of DEM the nearest downstream element of the drainage network, and then calculates the difference between the corresponding elevations.

The flow distance well describes processes driven by gravity. Flood processes do not fall into these cases being governed by the hydraulic head difference between the river and the adjacent territory (the flow generally occurs with an adverse elevation gradient). Thus, the flooding will not follow classic direct runoff paths. For this, in order to quantify properly the distance (hereafter denominated “hydraulic distance”) between the drainage network and a DEM cell, an original model is introduced in which a flood process is simulated with a simple 2D unsteady flow parabolic model according to (Bates & De Roo, 2000) and implemented via a cellular automaton scheme. For each pixel of DEM, firstly we have determined the closest upstream pixel of the drainage network, and then the vertical distance as the difference of the two elevations. 

The model allows to improve the flood susceptibility of the territory. Results, generated on a huge number of DEMs, are quite encouraging. Developments are in progress to decrease computational time and memory storage size.

How to cite: Menduni, G., Bignami, D., De Michele, C., Del Vecchio, M., and Harikumar, A.: Physically based metrics to evaluate the hydraulic distance between the drainage network and a DEM cell, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22471, https://doi.org/10.5194/egusphere-egu2020-22471, 2020.

NH1.2 – Innovative Techniques for Flood Assessment and Flood Risk Management

EGU2020-20446 | Displays | NH1.2 | Highlight

Probabilistic flood loss estimation for residential buildings in Europe

Max Steinhausen, Kai Schröter, Stefan Lüdtke, and Heidi Kreibich

Floods are the most costly natural disasters for European economies and expected to increase in frequency and magnitude within a changing climate. Governmental agencies, as well as the (re-)insurance sector, rely on accurate flood loss estimations on the European scale to support climate change adaptation policies, prepare for economic impacts, for instance, via the EU solidarity fund and calculate premiums.

Flood loss estimation on the European scale is currently based on deterministic depth-damage functions different for each country. This leads to a fragmented approach in flood loss estimation, greatly simplifying the representation of damage processes without information about associated uncertainties. To overcome these shortcomings we developed the Bayesian Network Flood Loss Estimation MOdel for the private sector (BN-FLEMOps). BN-FLEMOps estimates relative loss to residential buildings depending on flood experience of the population, precautionary measures, building area, building type, return period, duration and water depth (Wagenaar et al. 2018). The structure of this probabilistic multi-variable model is based on empirical data from post-flood surveys and uses consistent continent-wide proxy data for European scale application. BN-FLEMOps was successfully validated in three case studies in Italy, Austria and Germany. The officially reported loss figures of the past flood events were within the 95% quantile range of the probabilistic loss estimation (Lüdtke et al. 2019).

The probabilistic approach enables the quantification of uncertainties of the loss estimates. Model outputs are generated as loss distributions in high spatial resolution, offering Europe-wide information about risk and uncertainty. Thus, providing support for decision-making processes in flood risk management.

Easy applicability to the BN-FLEMOps model is ensured by its implementation in the standardized OASIS loss modeling framework (lmf). The OASIS lmf enables a plug and play combination with various input data sets and other models.

A first application of BN-FLEMOps for a Europe-wide 100 years flood hazard scenario provided by the Joint Research Center resulted in accumulated loss for residential buildings in Europe of 79.0 billion euro (Q20 = 32.3; Q80 = 213.8).

 

References

Lüdtke, S., Schröter, K., Steinhausen, M., Weise, L., Figueiredo, R., Kreibich, H. (2019 online first): A consistent approach for probabilistic residential flood loss modeling in Europe. - Water Resources Research. DOI: http://doi.org/10.1029/2019WR026213

Wagenaar, D., Lüdtke, S., Schröter, K., Bouwer, L. M., Kreibich, H. (2018): Regional and Temporal Transferability of Multivariable Flood Damage Models. - Water Resources Research, 54, 5, pp. 3688-3703. DOI: http://doi.org/10.1029/2017WR022233

How to cite: Steinhausen, M., Schröter, K., Lüdtke, S., and Kreibich, H.: Probabilistic flood loss estimation for residential buildings in Europe, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20446, https://doi.org/10.5194/egusphere-egu2020-20446, 2020.

EGU2020-19760 | Displays | NH1.2

Fluvial flooding hazard assessment in Northern Italy: potential and informativeness of different geomorphic classifiers

Attilio Castellarin, Simone Persiano, Caterina Samela, Andrea Magnini, Stefano Bagli, Paolo Mazzoli, and Valerio Luzzi

The steady increase of economic losses and social consequences caused by flood events in Europe, as a result of the combined effects of anthropization (e.g. land-use and land-cover changes) and climate change, calls for updated and efficient technologies for assessing pluvial, fluvial and coastal flood hazards and risks. In this context, the EIT-Climate KIC SaferPLACES () project aims at exploring and developing innovative and simplified modelling techniques to assess and map flood hazard and risk in urban environments under current and future climates. Concerning fluvial flooding, detailed inundation maps can be accurately obtained by means of hydrological and hydraulic numerical models, whose application, though, is often very resource intensive. For this reason, consistent and harmonized national flood hazard maps are still lacking in many countries of the world. Several studies have proved that flood-prone areas can be delineated by considering linear binary geomorphic classifiers, which are computed by analysing Digital Elevation Models, DEMs, and whose threshold values are calibrated relative to existing hydraulic flood hazard maps. One of these indices, the so-called Geomorphic Flood Index (GFI), was recently shown to be cost-effective, reliable and efficient for identifying flood-prone areas in several test sites in the United States, Africa and Europe. As part of the activities of SaferPLACES, in this study we test different geomorphic classifiers (GFI included) for the identification of flood-prone areas in a wide area in Northern Italy (c.a. 100000 km2, including Po, Adige, Brenta-Bacchiglione and Reno river basins). We refer to the recently compiled MERIT (Multi-Error-Removed Improved-Terrain) DEM, a 3sec-resolution (~90m at the equator) DEM developed by removing multiple error components from existing spaceborne DEMs. As reference maps for the calibration, we select the flood hazard maps provided by (i) the Italian Institute for Environmental Protection and Research (ISPRA), and (ii) the Joint Research Center (JRC) of the European Commission. Our study confirms the better performances of GFI compared to other geomorphic classifiers, also providing useful information regarding the sensitivity of GFI threshold values relative to different reference hazard maps; it also suggests as a promising avenue for future researches the combination of multiple geomorphic indices through data-driven approaches and artificial intelligence.

How to cite: Castellarin, A., Persiano, S., Samela, C., Magnini, A., Bagli, S., Mazzoli, P., and Luzzi, V.: Fluvial flooding hazard assessment in Northern Italy: potential and informativeness of different geomorphic classifiers, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19760, https://doi.org/10.5194/egusphere-egu2020-19760, 2020.

EGU2020-10285 | Displays | NH1.2 | Highlight

Towards the Development of a High-resolution, Global Streamflow and Flood Forecasting System – An U.S. Interagency Collaboration Effort

Sudershan Gangrade, Mario Morales-Hernandez, Ahmad A. Tavakoly, Kristi R. Arsenault, Jerry Wegiel, Kimberly McCormack, Mark Wahl, Sujay V. Kumar, Christa D. Peters-Lidard, Shih-Chieh Kao, and Katherine J. Evans

This work provides an envisioned overview of scientific collaboration among multiple United States agencies including the National Aeronautics and Space Administration (NASA), U.S. Army Engineer Research and Development Center (ERDC), Oak Ridge National Laboratory (ORNL), and National Geospatial-Intelligence Agency (NGA) for the integration of existing data and model capabilities to support global scale water security applications. The primary objective is to develop a high-resolution, operational streamflow and flood forecasting system at the global scale, leveraging multiple process-based models, remote sensing data assimilation, and high-performance computing techniques. We present a preliminary case study that demonstrates the integration of the modeling framework using NASA’s Land Information System (LIS), ERDC’s Streamflow Prediction Tool (SPT), and ORNL’s GPU-accelerated 2D flood model (TRITON). Using the high-resolution terrain data from NGA, a historic flood event that occurred in March 2019 at Offutt Air Force Base in Nebraska, USA, was simulated on ORNL’s supercomputer, Summit. This benchmark test case is used to validate the modeling framework and to help establish a roadmap for the expanded modeling efforts at the global scale. In a broader sense, the proposed infrastructure will enable decision-makers to address issues such as transboundary water conflicts, flood and drought monitoring, and sustainable water resources management and to study their impacts on human, water-energy and natural systems in the short, medium and long term.

How to cite: Gangrade, S., Morales-Hernandez, M., Tavakoly, A. A., Arsenault, K. R., Wegiel, J., McCormack, K., Wahl, M., Kumar, S. V., Peters-Lidard, C. D., Kao, S.-C., and Evans, K. J.: Towards the Development of a High-resolution, Global Streamflow and Flood Forecasting System – An U.S. Interagency Collaboration Effort, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10285, https://doi.org/10.5194/egusphere-egu2020-10285, 2020.

Glacial lake outburst floods (GLOFs) are one of the major natural hazards in certain populated mountainous areas, e.g. the Himalayan region, which may lead to catastrophic consequences including fatalities. Evaluating the potential socio-economic impact of GLOFs is essential for mitigating the risk of GLOFs and enhancing community resilience. Yet in most of the cases, the impact evaluation of potential GLOFs is confronted with limited data availability and inaccessibility to most of the glacial lakes in the high-altitude areas. This study aims to exploit recent advances in Earth Observation (EO), open-source data from different sources, and high-performance hydrodynamic modelling to innovate an approach for GLOF risk and impact assessment. GLOF scenarios of different glacier dam breach width and depth are designed according to high-resolution aerial imagery and terrain data acquired from unmanned aerial vehicle surveying. High-performance hydrodynamic model supported by open-source multi-resolution data from the latest EO technologies is used to simulate the flood hydrodynamics to provide spatial and temporal flood characteristics. Detailed information on communities and infrastructure systems is collected and processed from multiple sources including OpenStreetMap, Google Earth, and global data products to support impact analysis. The evaluation framework is applied to Tsho Rolpa glacial lake in Nepal, which has been identified as one of the potentially dangerous glacial lakes that may create GLOFs to threaten the downstream communities and infrastructure. According to the simulation results, the worst GLOF scenario can potentially inundate 27 villages, 583 buildings and 20.8 km2 of agricultural areas, and pose high risk to 1 airport, 1 hydro power plant, 3 bus stations, and 21 bridges. Additionally, the spatial and temporal flood simulation results, including water depth, flow velocity and flood arrival time may help identify impacted sites and objects, which would be valuable for the development of evacuation plans and early warning systems.

How to cite: Chen, H., Liang, Q., Zhao, J., and Xia, X.: High-resolution glacial lake outburst flood impact evaluation using high-performance hydrodynamic modelling and open-source data, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3714, https://doi.org/10.5194/egusphere-egu2020-3714, 2020.

EGU2020-21878 | Displays | NH1.2

Bayesian Networks for storm surge estimation in Mississippi (US)

Alvaro Prida, Manuel Andres Diaz Loaiza, Jeremy Bricker, Oswaldo Morales, Remy Meynadier, Trang Duong, Rosh Ranasinghe, and Arjen Luijendijk

Bayesian Networks for storm surge estimation in Mississippi (US)

A. Prida1, A. Diaz Loaiza1, J. Bricker1, R. Meynadier2, O. Morales-Napoles1, T. Duong3, R. Ranasinghe3, A. Luijendijk1

The unprecedented damage due to flood caused by hurricanes like Katrina (2005) has reinforced the interest of the hydraulic community to improve the storm surge estimation for the North Gulf of Mexico. Very high-resolution hydrodynamic models have been traditionally used for this end. However, these models are computationally very expensive. In this paper, a Bayesian Network (BN) is built to estimate storm surge at the coastal areas of Mississippi. A catalogue of HURDAT2 historical hurricanes is simulated in Delft3D FM to generate a surge data base that is used for the training of the Bayesian Network. The storm surge obtained from Delft3D FM is validated against observations recorded during a past historical event. The landfall location, the maximum wind speed, the forward speed and the forward direction of the hurricane at landfall are the other variables considered in the Bayesian Network. The Bayesian Network is validated by inferring values from past historical events in the model and comparing the modeled surge to observations.

How to cite: Prida, A., Diaz Loaiza, M. A., Bricker, J., Morales, O., Meynadier, R., Duong, T., Ranasinghe, R., and Luijendijk, A.: Bayesian Networks for storm surge estimation in Mississippi (US), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21878, https://doi.org/10.5194/egusphere-egu2020-21878, 2020.

EGU2020-18039 | Displays | NH1.2 | Highlight

Can performance metrics accounting for the flood extent shape improve inundation model calibration?

Thaine H. Assumpção, Ioana Popescu, Andreja Jonoski, and Dimitri P. Solomatine

The calibration and validation of inundation models have since long been influenced by data availability. When only stage hydrographs and high water level marks were available, metrics such as the Root Mean Square Error (RMSE) were selected for goodness-of-fit assessment. When remotely sensed flood extent data started to be obtained, binary performance measures started being used. Although data availability and modelling resolution have advanced in the past decades, the methods behind performance evaluation remain similar. Shape-based metrics used in topology and pattern recognition could enhance not only the raw model performance but our ability to diagnose achieved results. Therefore, in this study, we discuss how much improvement in calibration can be obtained by employing shape matching metrics. The research is conducted in two experiments: a 2D hydrodynamic benchmarking model and the Po River case study. Different metrics traditionally used in inundation modelling and metrics tailored towards shape matching were employed. Calibration of the Manning coefficient was performed using one metric at a time. Experiments showed that metrics incorporating scale components (e.g. differences in areas and/or distances) provide better calibration. This corroborates the wide use of traditional metrics and indicates the potential of using shape-based metrics, which can augment our ability to diagnose models and improve modelling results.

How to cite: Assumpção, T. H., Popescu, I., Jonoski, A., and Solomatine, D. P.: Can performance metrics accounting for the flood extent shape improve inundation model calibration?, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18039, https://doi.org/10.5194/egusphere-egu2020-18039, 2020.

EGU2020-8932 | Displays | NH1.2

Towards deep learning based flood forecasting for ungauged basins

Frederik Kratzert, Daniel Klotz, Guy Shalev, Sella Nevo, Günter Klambauer, Grey Nearing, and Sepp Hochreiter

Floods are among the most destructive natural hazards in the world. To reduce flood induced damages and casualties, streamflow forecasts should be as accurate as possible.

As of today, streamflow forecasts are usually made with either conceptual or process-based hydrological models. The problem these models usually have is that they perform best when calibrated for a specific basin, and performance degrades drastically if the models are used in places without historic streamflow measurements. To make things worse, some of the most devastating floods occur in developing and low-income countries, where historic records of streamflow measurements are scarce. Therefore, a central task for enhancing flood forecasts and helping local authorities to manage these areas is to provide high-quality streamflow forecasts in ungauged rivers. Although the IAHS dedicated an entire decade (2003-2012) to advance the problem of Prediction in Ungauged Basins the central goal remains largely a challenge.

In this talk, we will present a novel approach for tackling the problem of prediction in ungauged basins using a data-driven approach. More concretely, we show that the Long Short-Term Memory network (LSTM), which is a special type of a deep learning model, can serve as a generalizable rainfall-runoff simulation model. We will present recent results indicating that the LSTM gives on average better out-of-sample predictions (ungauged prediction) than e.g. the SAC-SMA in-sample (gauged) or the US National Water Model (Kratzert et al., 2019).

One place where these research results are already finding their way into operation is Google’s Flood Forecasting Initiative. The goal of this initiative is to provide (enhanced) flood warnings, where needed, starting with a pilot project in India. And as mentioned above, historic streamflow records in those regions are scarce, which motivates new and innovative approaches for enhanced streamflow forecasting.

References:

Kratzert, F., Klotz, D., Herrnegger, M., Sampson, A. K., Hochreiter, S., & Nearing, G. S.: Toward improved predictions in ungauged basins: Exploiting the power of machine learning. Water Resources Research, 55. https://doi.org/10.1029/2019WR026065, 2019.

How to cite: Kratzert, F., Klotz, D., Shalev, G., Nevo, S., Klambauer, G., Nearing, G., and Hochreiter, S.: Towards deep learning based flood forecasting for ungauged basins, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8932, https://doi.org/10.5194/egusphere-egu2020-8932, 2020.

EGU2020-2086 | Displays | NH1.2

Implement of JW ecological technology to an area under heavy rainfall

Hund-Der Yeh, Kuo-Chen Ma, Tze-Y Chan, and Mo-Hsiung Chuang

Floods and droughts are exacerbated due to global warming and climate change. Heavy rainfall often leads to serious flooding events. How to improve traditional methods for storm sewer system design or alternative measures therefore has become an important issue in Taiwan. The objective of this study is to use the SWMM module to simulate the use of the JW eco-technology (JWET) in an area under different heavy rainfall resulting in surface runoff and infiltration. A small region in a city in north Taiwan is selected as the target area for the simulations and the results are compared with the flood potential map produced based on the simulation results from the SOBEK model developed by Deltares System for river, urban or rural management. The low-impact development module of the SWMM is chosen to simulate the spatial distributions of surface runoff and infiltration using the JWET in the target area under different heavy rainfall intensities. The results show that the implement of JWET to the target area can effectively reduce surface runoff and significantly increase surface infiltration and groundwater recharge. In other words, the implement of JWET to an urban area can achieve the objective of environmental adaptation and reduce the loss of people's lives and property.

 

Keywords: heavy rainfall; low impact development; JW ecological technology

How to cite: Yeh, H.-D., Ma, K.-C., Chan, T.-Y., and Chuang, M.-H.: Implement of JW ecological technology to an area under heavy rainfall, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2086, https://doi.org/10.5194/egusphere-egu2020-2086, 2020.

EGU2020-3828 | Displays | NH1.2

1D flow simulation with irregular cross-sections using the pre-balanced shallow water equations

Shangzhi Chen, Feifei Zheng, and Qingzhou Zhang

With the possible climate change and increased pace of urbanization in the century, urban flooding has caused more and more attentions nowadays. Shallow water equations are widely used to reproduce the flow hydrodynamics of flooding around the urban areas, which have been proved a powerful tool for flood risk assessment and evacuation management, like river flow or flowing at drainage networks with irregular cross-sections at 1D scale. Over the last two decades, Godunov-type schemes have became popular for its robustness treating complex flow phenomenons. When tacking complex topography in the framework of Godunov-type scheme, sourer term needs to be treated property to preserve steady state, that flux gradient and sourer term are balanced. Capart et al. (2003) reconstructed the momentum flux by considering the balance of hydrostatic pressure with the approximated water surface level, which has the ability to tackle the irregular and non-prismatic channel flow with complex topography. This approximation is exact for two cases: 1) rectangular and prismatic channel; 2) water surface is horizontal. However, for other cases, approximation is employed to achieve the hydrostatic equilibrium, which has reduced the accuracy of the numerical solution and increased the complexity for the model implementation. 

In this work, we present a new well-balanced numerical scheme for simulating 1D frictional shallow water flow with irregular cross-sections over complex topography involving wetting and drying. The proposed scheme solves, in a finite volume Godunov-type framework, a set of pre-balanced shallow water equations derived by considering pressure balancing (Liang and Marche, 2009). HLL approximated Riemann solver is adopted for the flux calculation at the cell interface. Non-negative reconstruction of Riemann state (Audusse et al., 2004) and local bed modification (Liang, 2010) produce stable and well-balanced solutions to shallow water flow hydrodynamics. Bed slope source term can be approximated using central difference and no special treatment is needed for wet and dry bed. The friction source term is discretized using a splitting implicit scheme and limiting value of friction force is used to ensure stability for the dry bottom (Liang and Marche, 2009). The new numerical scheme is validated against two theoretical benchmark tests and then compared with the validated shallow water model with circular and trapezoid cross-sections over complex topography involving wetting and drying. This method is also possible to reproduce the mixed flow in the conduit or for the flow with non-prismatic channel like river flow in the near future.

References

Audusse, E., Bouchut, F., Bristeau, M. O., Klein, R., & Perthame, B. T. (2004). A fast and stable well-balanced scheme with hydrostatic reconstruction for shallow water flows. SIAM Journal on Scientific Computing, 25(6), 2050-2065.

Capart, H, Eldho, TI, Huang, SY, Young, DL, and Zech, Yves, "Treatment of natural geometry in finite volume river flow computations", Journal of Hydraulic Engineering 129, 5 (2003), pp. 385--393.

Liang, Qiuhua and Marche, Fabien, "Numerical resolution of well-balanced shallow water equations with complex source terms", Advances in water resources 32, 6 (2009), pp. 873--884.

Liang, Qiuhua, "Flood simulation using a well-balanced shallow flow model", Journal of hydraulic engineering 136, 9 (2010), pp. 669--675.

How to cite: Chen, S., Zheng, F., and Zhang, Q.: 1D flow simulation with irregular cross-sections using the pre-balanced shallow water equations, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3828, https://doi.org/10.5194/egusphere-egu2020-3828, 2020.

EGU2020-21120 | Displays | NH1.2

1-D Dam-Break Modeling: Case Study of Successive Dam-Break

Byunghyun Kim, Hyun Il Kim, and Kun Yeun Han

Unexpected disastrous floods or flash floods caused by climate change are becoming more frequent. Therefore, there is a possibility of dam failure due to natural disasters including heavy rainfall, landslide and earthquakes, and an unexpected emergencies may be caused by the defect of dams or appurtenant structures due to the aging of the dam. It is desirable to prevent in advance because emergencies such as dam failure can cause many casualties and property damage.

Dam failure rapidly propagates enormous flow to the downstream, so the evacuation time is short and causes many casualties compared to other types of floods. In order to minimize casualties from dam failure, it is important to establish emergency action plan, flood hazard map and advance warning system. For the establishment of these three, accurate dam failure modeling is required. Most of the studies on dam failure modeling have been conducted for single dam failure rather than successive failure of two or more dams. This study conducted a successive failure modeling of Janghyun Dam and Dongmak Dam in Korea, which collapsed due to Typhoon Rusa in 2002.

The DAMBRK (Dam-Break Flood Forecasting Model) has been applied to the successive failure modeling of two dams which are located in parallel. The relaxation scheme was added to DAMBRK to consider the tributary cross-section. In addition, this study proposed a method to estimate the dam failure duration using empirical formulas for the peak discharge of dam failure and failure formation time of ASDSO (Association of State Dam Safety Officials). The failure hydrograph of two dams was estimated using the proposed method and the discharge and water surface elevation were predicted at the main locations of downstream according to the propagation of dam failure discharge. The accuracy and applicability of the modeling were validated by comparing the predicted water surface elevations with field surveyed data and showing good agreements between predictions and measurements.

Keywords:  Successive Dam-Break, Flooding, DAMBRK

Acknowlegement

This work was supported by Korea Environment Industry & Technology Institute(KEITI) though Water Management Research Program, funded by Korea Ministry of Environment(MOE)(79609)

How to cite: Kim, B., Kim, H. I., and Han, K. Y.: 1-D Dam-Break Modeling: Case Study of Successive Dam-Break, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21120, https://doi.org/10.5194/egusphere-egu2020-21120, 2020.

EGU2020-5448 | Displays | NH1.2

High-resolution DEM Creation using a UAV for Flood Inundation Hydrodynamic Modeling- A Case of Rel River Flood, Gujarat, India

Dhruvesh Patel, Raviraj Dave, Amit Kumar Dubey, Praveen Kumar Gupta, and Raghavendra Singh

Catastrophic flood leads to a major disaster in developing countries. It loses a life and significant valuable properties, therefore it assessment is a prime requirement to identify the risk and vulnerable area in a flood-prone region. Many hydrodynamic models are providing a solution to identify the flood inundation area, flood arrival time, and velocity of flow in flood susceptible area, however, due to the low resolution of DEM, it can’t assess the actual flooding condition. To overcome this limitation, the present study describes the creation of high resolution (3 cm gridded) DEM for Dhanera city, Rel river catchment in Gujarat where it was affected by the catastrophic flood in the year of 2015 and 2017. Phantom 4 Pro RTK, DGPS and Pix4 software are used for creation of high-resolution DEM. The entire 10 km2 area of Dhanera city is divided 4 blocks and each block is mapped by Phantom 4 pro-RTK Unmanned Aerial Vehicle (UAV) at 80 % image overlaps. A total of 9222 images are captured and post-processed using a Pix 4 software. Ground Control Points were marked for rectification in the geo-location of aerial images using DGPS (RTK). The aerial images collected during the survey have a spatial resolution of 3 cm with geo-location. The data collected is put for post-processing using Pix4D mapper software. 3D classified point cloud, DTM and DSM of 3 cm spatial resolution, orthomosaic of 3 cm spatial resolution are produced after the processing. Generated High-resolution DEM (DTM & DSM) will be utilized for hydrodynamic modeling to produce a precise flood inundation maps. 

 

Acknowledgement: The corresponding author is thankful to the ORSP, PDPU, and SAC-ISRO, SARITA program for providing the research grant to execute the work. (Grant no: ORSP/R&D/SRP/2019/MPDP/007; SAC/EPSA/GHCAG/LHD/SARITA/01/19)

How to cite: Patel, D., Dave, R., Dubey, A. K., Gupta, P. K., and Singh, R.: High-resolution DEM Creation using a UAV for Flood Inundation Hydrodynamic Modeling- A Case of Rel River Flood, Gujarat, India, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5448, https://doi.org/10.5194/egusphere-egu2020-5448, 2020.

EGU2020-11947 | Displays | NH1.2

Review of city models and the applications on flood risk management

Yiheng Chen, Lu Zhuo, and Dawei Han

Cities are the place where a large portion of the population lives. Traditional urban planning models usually based on separate functions of a city or region. A coherent city model is a newly developed tool to take the interaction between each section into consideration. The city model in this paper focuses on the water system infrastructure because flood risk is becoming an increasingly challenging issue with the rapid urbanization and extreme weather under climate change. The paper aims to give a timely review of the development of city models from various originates. Then, it introduces a number of popular modelling techniques that have been demonstrated useful or may be of potential usage for city modelling purpose, such as GIS, CIM, ABM, etc. The review of model techniques provides the readers with suggestions on how to choose the technique to deal with their own research question. After that, this paper also points out the possible future directions of city models with challenges requiring further research efforts.

How to cite: Chen, Y., Zhuo, L., and Han, D.: Review of city models and the applications on flood risk management, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11947, https://doi.org/10.5194/egusphere-egu2020-11947, 2020.

This research is part of the ongoing research project Climate Change Adaptation to ManagE the Risks of Extreme HydrologicaL and Weather Events for Food Security in Vulnerable West Nile Delta (CAMEL). The study area−West Nile Delta−is an important region in Egypt in terms of agricultural and industrial productions, whilst it is a vulnerable area facing extreme weather and environmental crises (e.g. flooding, soil salinization, and sea level rise), as well as in socio-economic respect. In the latest decades, the region suffered more weather extremes due to climate change; the severe rainfall events resulted in flooding causing heavy casualties and economic loss. Therefore, the project aims to build an integrated flood early warning system for Egypt. However, in order to tackle the issue of data scarcity of ground observation, this research seeks to apply satellite precipitation observation and numerical weather prediction (NWP) as the substitution (i.e. GPM, MPE and ECMWF data) and to develop an approach with the integration of Nowcasting and NWP for precipitation forecasting.

Generally known that Nowcasting method and NWP both have limitations in performing local convective and formative precipitations, whilst in different reasons. The research seeks to improve this effect in Nowcasting as it has advantage in short term performance (i.e. a few hours) whilst NWP has advantage in long term performance (i.e. a few days). The findings from the vector field of Nowcasting indicate that the relativity between shift speed and shape changing speed of precipitation is the key for accurate prediction, which is the disadvantage of the optical flow approach of the Lagrangian method that Nowcasting applies as the main stream core. The research hence applies a machine learning approach−support vector machine (SVM)−to figure out the relativity aforementioned to identify disadvantage data that needs to be pre-treated prior to the Lagrangian Nowcasting. Meanwhile, by applying a phase-based frame interpolation method based on the Eulerian method to downscale the temporal resolution, it can improve these disadvantage data identified by machine learning so as to better perform in the Lagrangian Nowcasting. The integrated Nowcasting approach is expected to have better performance in forecasting and still retains low computational resource consumption.

How to cite: Chen, C.-N., Rico-Ramirez, M., Han, D., and Abdelhalim, A.: An Integrated Nowcasting Approach with Machine Learning for Applying Global Sensing Datasets to Forecast Precipitation Extremes in Data-scarce Nile Delta, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11380, https://doi.org/10.5194/egusphere-egu2020-11380, 2020.

EGU2020-4251 | Displays | NH1.2

Simulation of Floating Debris during a Flash Flood Event

Liang Qiuhua, Yan Xiong, and Gang Wang

Under climate change, extreme weather events such as storms and intense rainfall has become far more frequent. This is evidenced by the outburst of multiple flood events in the recent years in the UK and other parts of the world. Induced by intense rainfall, flash flooding is one type of wide-spread natural hazards that can pose serious threats to people’s lives and properties. Most likely happening in steep rapid-response catchments following localized high intensity rainfall, flash floods are characterized by rapid rise of water level and high flow velocities in channels and floodplains. The violent flood waves can remove and transport heavy objects such as cars and tree, imposing extra risk to people and infrastructure, e.g. bridges.

On 16th August 2004, the coastal village of Boscastle in north Cornwall, UK, was devastated by a flash flood following an exceptional amount of rain that fell over eight hours. The village suffered extensive damage and notably, some 100 vehicles were washed to downstream and into the sea, some of which blocked bridges and altered flood hydraulics. This work aims to reproduce the flood event including floating debris dynamics using a new coupled hydrodynamic model. The coupled modelling tool predicts the flooding process using a finite volume shock-capturing model that solves the fully 2D shallow water equations (SWEs), which is coupled with a discrete element model (DEM) to simulate the interactive dynamics of floating objects. The coupled model is further accelerated by implementation on modern GPUs and is therefore well-suited for simulation of large-scale transient flood hydrodynamics enriched with floating debris. The simulation results are first confirmed by comparing with maximum flood depths collected after the event. Further simulations are carried out to investigate the influence of floating vehicles on flood hydrodynamics and understand how they block bridges and alter flood paths. The simulation results are consistent with observations captured during the event.

Key Words: Flash flooding; Hydrodynamic model; Shallow water equations; Discrete element model; Floating debris

How to cite: Qiuhua, L., Xiong, Y., and Wang, G.: Simulation of Floating Debris during a Flash Flood Event, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4251, https://doi.org/10.5194/egusphere-egu2020-4251, 2020.

EGU2020-11512 | Displays | NH1.2

Variability assessment of flood hazard indicators on the North Caucasus

Anastasiia Mironenko, Ekaterina Rets, and Natalia Frolova

The result of maximum water levels variability analysis along with the information of the frequency of adverse and dangerous hydrological phenomena exceeding levels and fluctuations maximum amplitude of water levels are presented in this research. There are two periods of comparison of the water levels recorded at 146 hydrological gauges – 1926-1975 and 1976-2015. Statistical analysis of databases was selected as the main research method including agreement criteria with parametric and nonparametric criteria of homogeneity.

The recent rise in mathematical expectation of maximum water levels is a characteristic for all the North Caucasian rivers. Maximum water levels dispersion have a tendency to decrease in the south of the Black Sea Caucasian coast, the Psheha and the Belaya rivers, the Sulak and the Fortanga rivers, the Baksan upstream. The remaining gauges recorded an increase in water levels dispersion, which is the predominant trend for the North Caucasian rivers.

The frequency of the adverse events exceeding water levels reaches 50% on the Afips, the Belaya, the Kuma, the Laba, the Mzymta, the Ubinka and the Vulan rivers. By the number of hazard levels exceeded, the areas adjacent to the Kuma, the Laba, the Psekups, the Pshish and the Ubinka are most susceptible to the floods.

Another part of the framework was connected with potential flood-affected region mapping over the North Caucacus. Thus, a map of potential flood zones caused by North Caucasian rivers was created according to maximum water levels recorded at 232 hydrological gauges.

This study was funded by RFBR according to the research project № 20-35-70024.

How to cite: Mironenko, A., Rets, E., and Frolova, N.: Variability assessment of flood hazard indicators on the North Caucasus, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11512, https://doi.org/10.5194/egusphere-egu2020-11512, 2020.

A considerable share of the losses by extreme flooding are in upstream areas, where centralized flood mitigation measures have no effect. Consequently, modern flood mitigation strategies address this problem by a distributed combination of measures, including nature-based solutions and decentralized flood detention basins. These small basins can be realized by minor changes in the landscape and can influence the runoff behavior at the site and downstream. However, the economic viability of the sites and the local and regional effectiveness depend on the location optimization, which is influenced by the local topography as well as by complex superposition effects.
We address this complexity with a combination of two innovative and automated optimization tools: LOCASIN (LOCation detection of retention and detention bASINs) is a flexible tool to automatically detect, characterize and evaluate detention basin locations. It is based on topographical data and provides information on the basin geometry as well as on the required curves for basin retention calculations. TOBAS (Tool for the Optimization of BASin efficiencies) calculates the effectiveness of a basin combination, taking into account the mutual influence when optimizing the throttle size. The input data includes the relation of water level and retention volume from LOCASIN and hydrographs generated by a hydrological model (e.g. WaSiM). Furthermore, TOBAS can be applied to select and dimension an optimized basin combination from the locations determined with LOCASIN. The optimization is based on the respective objective, e.g. effectiveness or economic efficiency. Hence, the joint application of both tools can contribute to improve efficient flood mitigation strategies and enhance flood resilience. The applicability of the tools and the benefits for the assessment of flood mitigation concepts were tested and confirmed by means of different Bavarian catchments.

How to cite: Teschemacher, S. and Disse, M.: Automated location optimization of detention basins as a contribution to an efficient flood mitigation strategy, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18342, https://doi.org/10.5194/egusphere-egu2020-18342, 2020.

EGU2020-21349 | Displays | NH1.2

Piping in practice: Incorporating natural subsurface variability into backward erosion models

Tim Winkels, Willem Jan Dirkx, Kim Cohen, Hans Middelkoop, Rens van Beek, Marc Bierkens, and Esther Stouthamer

River embankments form an essential part of the primary flood defence in the Netherlands. Of all failure mechanisms, piping is considered one of the key mechanism for triggering dike destabilization of river dikes in Rhine-Meuse Delta. Within the STW project Piping in practice, we aim to better understand 1) the influence of variability within subsurface characteristics on the piping process, and 2) the natural variability of these subsurface characteristics underneath embankments in the Rhine-Meuse delta.  
We employ the lithogenesis of sandy deposits to group variability in subsurface parameters across different scales. Using extensive borehole datasets, we quantified regional trends within and between geological units in order to investigate geological controls on variability these subsurface properties. On a smaller scale, laboratory experiments have shown that larger variation in grain size or layering in porous media have a retarding effect on the progression of small-scale pipes, demonstrating the importance of incorporating these variabilities into the piping assessments.  Combining laboratory experiments and field observations, representative sedimentary architectures are implemented into digital piping models at several embedded scales. This will allow us to better describe subsurface variability in terms of model parameters, and improve computation of the piping process.

How to cite: Winkels, T., Dirkx, W. J., Cohen, K., Middelkoop, H., van Beek, R., Bierkens, M., and Stouthamer, E.: Piping in practice: Incorporating natural subsurface variability into backward erosion models, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21349, https://doi.org/10.5194/egusphere-egu2020-21349, 2020.

EGU2020-4605 | Displays | NH1.2

GIS based Development of MCDM Model for Flood Risk Management across Godavari Lower Sub-Basin of India

B. Thanga Gurusamy, Avinash D Vasudeo, and Aniruddha Dattatraya Ghare

Abstract: Because of the uncertainty and high cost involved, the Absolute Flood Protection has not been considered as a rational decision. Hence the trend is to replace Absolute Flood Protection strategy by Flood Risk Management Strategy. This Paper focus on the development of Multiple Criteria Decision Making (MCDM) model towards Flood Risk Management (FRM) across Godavari Lower Sub-Basin of India using GIS based methodologies for Flood Hazard Zonation in order to achieve global minimum of the Flood predicted Risk level.  Flood Hazard Zone Map for the historical flood events obtained with the use of GIS based Digital Elevation Models across the study area have been presented and used for the estimation of Hazard Risk. Uncertainty (or Control) Risk levels of each Flood estimated using various Flood Forecasting methodologies have been compared for the selected locations of the study area. Effectiveness of Passive Flood Protection Measures in the form of Flood Levees has been quantitatively analyzed for the increase in the Opportunity Risk and corresponding reduction in the Flood Hazard Risk. Various types of Multi-Objective Evolutionary Algorithms (MOEAs) have been used  to determine a Compromise solution with conflicting criteria between Hazard Risk and Opportunity (or Investment) Risk and the results were compared for each of the selected levels of Flood estimated with corresponding uncertainty. Traditional optimization method in the form of Pareto-Optimal Front have also been graphically depicted for the minimization of both Hazard Risk Objective function and Opportunity Risk Objective Function and compared with those obtained using MOEAs. Watershed wise distribution of optimized Flood Risk variation across the Sub-basin has been presented graphically for both the cases of with and without active Flood Routing Measures. Keywords:  Flood Risk Management; GIS based Flood Hazard Zonation; Multi-Criteria Decision Making; Multi-Objective Evolutionary Algorithms; Godavari Lower Sub-Basin of India;

How to cite: Gurusamy, B. T., Vasudeo, A. D., and Ghare, A. D.: GIS based Development of MCDM Model for Flood Risk Management across Godavari Lower Sub-Basin of India, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4605, https://doi.org/10.5194/egusphere-egu2020-4605, 2020.

EGU2020-2524 | Displays | NH1.2

Assessment of flood effect on semi-arid special investment region using 1D hydrodynamic modeling

Sanjay Yadav, Surendra Borana, Namrata Jariwala, and Shri Ram Chaurasia

The present study evaluates floods of semi-arid region with flat topography. The flood water spread over hundreds of square kilometer being delta region of Sukhbhadar River. The government of Gujarat aims to develop study region which spreads over 920 sq. km as Dholera Special Investment Region (DSIR). The study area is highly prone to flooding due to confluence of number of rivers namely Sukhbhadar, Lilka, Utavli and Padalio and tidal ingress from Gulf of Cambay.

Sukhbhadar River enters the DISR area near village Kashindra and flows through the Town Planning Scheme -TP1 and one of its tributaries Adhiya River, originating from village Cher flows through the Town Planning Scheme - TP2 of DSIR and meets the Sukhbhadar River at village Khun. The Sukhbhadar River is one of the major river passing through TP1 and TP2. The Sukhbhadar Dam is one of the major Dam on the Sukhbhadar River and it is approximately 100 km upstream of the study area. The average annual rainfall on the downstream side of the Dam and of DSIR region is 701 mm. In the year 2019 August there was heavy rainfall. The releases from the Sukhbhadar Reservoir and rainfall resulted into catastrophic floods in these regions of DSIR. As DSIR is special region proposed to develop for industrial activities, floods may cause millions of dollars damages in future. In the present study 1- Dimensional Hydrodynamic modelling has been carried out for recent flood of year 2019. MIKE 11 software is used to model 1D unsteady flow for this event. The shape file of the Sukhbhadar River reach from Sukhbhadar Dam to DSIR region is given as input and cross sections at regular interval of 100 m are generated from AW3D30 DEM. Sukhbhadar Dam release hydrograph is given as upstream boundary condition and predicted Tidal data of Bhavnagar is given as downstream boundary condition. It has been observed that from Sukhbhadar Dam to 55481.3 chainage slope is 1 in 698. For 55481.3 to 1611.33 chainage the slope is 1 in 3591. The area of DSIR is almost flat. As observed during recent flood of year 2019, entire DSIR area (920 sq km) was fully inundated. It has been felt that strong mitigation measures are required to cope up with these flooding situations. In the present analysis embankment or retaining wall on either bank of the river has been considered as one of the flood mitigation measure. The height of retaining wall to prevent these DSIR areas vary from 1 m to 25 meters up to 2500 cumec releases from the dam. This solution may not be economical hence it is proposed to take advantage of parallel natural streams and ponds to conserve flood water. This solution seems to be more practical and economical. The paper analyze flood of DSIR region as without proper flood measures it is difficult to develop this region.

How to cite: Yadav, S., Borana, S., Jariwala, N., and Chaurasia, S. R.: Assessment of flood effect on semi-arid special investment region using 1D hydrodynamic modeling, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2524, https://doi.org/10.5194/egusphere-egu2020-2524, 2020.

NH1.3 – Atmospheric Electricity, Thunderstorms, Lightning and their effects

EGU2020-7768 | Displays | NH1.3

Electric Field Sensor for Small Unmanned Aerial Vehicles

Stefan Chindea and Keri Nicoll

Characterisation of the vertical variation in the atmospheric electric field has been made for many decades, but normally in an ad-hoc manner, using instrumented weather balloons or manned aircraft, which are expensive to fly.  Such vertical measurements are required to measure the ionospheric potential and to characterise electric fields with clouds (both thunderstorm and non thunderstorm clouds) to understand the charging processes within them. 

Advances in electronics and battery technology has meant that small Unmanned Aerial Vehicles (UAVs) have now become available as a new science platform. These measurement platforms address many of the problems associated with manned aircraft while allowing in-situ measurements with an increased level of control and repeatability when compared to weather balloons. Despite their potential advantages, one of the main challenges to using UAVs for atmospheric electricity research is the lack of small, lightweight sensors which are commercially available. To overcome this barrier, this work describes the development of a lightweight, miniaturised electric field sensor to be integrated with a small UAV (<7kg, wingspan 2m). 

The sensor has been designed to allow measurements of the electric field intensities typical of non-thunderstorm low altitude (<6000 ft) clouds with a typical range of 0-2.5kV/m. It is based on the concept of an electric field mill, but with a translational shield rather than a rotating vane model. This allows the sensor to fit neatly within the wing of a small UAV, rather than the need to be mounted in the nose.  A custom designed 3D printed housing contains all elements of the sensor package, with the translational shield movement and data logging controlled by an onboard programmable microcontroller. This work will focus on the details regarding the experimental characterisation of the sensor package with a particular focus on the key influences of the integration with the airborne platform.

How to cite: Chindea, S. and Nicoll, K.: Electric Field Sensor for Small Unmanned Aerial Vehicles, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7768, https://doi.org/10.5194/egusphere-egu2020-7768, 2020.

EGU2020-18767 | Displays | NH1.3

Atmospheric electric field in the Atlantic marine boundary layer: first results from the SAIL project

Susana Barbosa, Mauricio Camilo, Carlos Almeida, José Almeida, Guilherme Amaral, Karen Aplin, Nuno Dias, António Ferreira, Giles Harrison, Armando Heilmann, Luis Lima, Alfredo Martins, Igor Silva, Diana Viegas, and Eduardo Silva

The study of the electrical properties of the atmospheric marine boundary layer is important as the effect of natural radioactivity in driving near surface ionisation is significantly reduced over the ocean, and the concentration of aerosols is also typically lower than over continental areas, allowing a clearer examination of space-atmosphere interactions. Furthermore, cloud cover over the ocean is dominated by low-level clouds and most of the atmospheric charge lies near the earth surface, at low altitude cloud tops.

The relevance of electric field observations in the marine boundary layer is enhanced by the the fact that the electrical conductivity of the ocean air is clearly linked to global atmospheric pollution and aerosol content. The increase in aerosol pollution since the original observations made in the early 20th century by the survey ship Carnegie is a pressing and timely motivation for modern measurements of the atmospheric electric field in the marine boundary layer. Project SAIL (Space-Atmosphere-Ocean Interactions in the marine boundary Layer) addresses this challenge by means of an unique monitoring campaign on board the ship-rigged sailing ship NRP Sagres during its 2020 circumnavigation expedition.

The Portuguese Navy ship NRP Sagres departed from Lisbon on January 5th in a journey around the globe that will take 371 days. Two identical field mill sensors (CS110, Campbell Scientific) are installed on the mizzen mast, one at a height of 22 m, and the other at a height of 5 meters. A visibility sensor (SWS050, Biral) was also set-up on the same mast in order to have measurements of the extinction coefficient of the atmosphere and assess fair-weather conditions. Further observations include gamma radiation measured with a NaI(Tl) scintillator from 475 keV to 3 MeV, cosmic radiation up to 17 MeV, and atmospheric ionisation from a cluster ion counter (Airel). The 1 Hz measurements of the atmospheric electric field and from all the other sensors are linked to the same rigorous temporal reference frame and precise positioning through kinematic GNSS observations.

Here the first results of the SAIL project will be presented, focusing on fair-weather electric field over the Atlantic. The observations obtained in the first three sections of the circumnavigation journey, including Lisbon (Portugal) - Tenerife (Spain), from 5 to 10 January, Tenerife - Praia (Cape Verde) from 13 to 19 January, and across the Atlantic from Cape Verde to Rio de Janeiro (Brasil), from January 22nd to February 14th, will be presented and discussed.

How to cite: Barbosa, S., Camilo, M., Almeida, C., Almeida, J., Amaral, G., Aplin, K., Dias, N., Ferreira, A., Harrison, G., Heilmann, A., Lima, L., Martins, A., Silva, I., Viegas, D., and Silva, E.: Atmospheric electric field in the Atlantic marine boundary layer: first results from the SAIL project, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18767, https://doi.org/10.5194/egusphere-egu2020-18767, 2020.

EGU2020-8037 | Displays | NH1.3

Measuring the electrical and optical properties of fog using balloon borne instrumentation in the UAE

Graeme Marlton, Giles Harrison, Keri Nicoll, and Maarten Ambaum

Countries in arid and desert climates that have small amounts of rainfall each year use cloud seeding techniques to enhance the little rainfall that is present. Typically, this is achieved by seeding the cloud with hygroscopic nuclei to increase the rainfall. A possible alternative method is to inject the cloud with electric charge, which has been shown in models to alter the droplet size and distribution and influence rainfall properties.

Here, in-situ observations of the electrical and optical properties of clouds are described from a desert site. These are used to inform droplet growth models. For this, a yearlong campaign, during which 10 weather balloons carrying electric charge and optical sensors were launched through fog layers from Abu Dhabi airport, United Arab Emirates. Here we present 2 case studies. The first is a clear air ascent comparison between the desert site at Abu Dhabi and a temperate site in northern Finland. The second is a fog comparison between Abu Dhabi and a temperate site in the United Kingdom

The results show that the fogs in Abu Dhabi are highly charged with a charge density of 0.1-1 nC m-3 as opposed to the charge densities of fogs in Northern Hemisphere temperate regions which have a typical charge density of 10 pC m-3. The droplet concentration in the Abu Dhabi fog case study is significantly smaller, approximately 150 cm-3 as opposed to droplet concentrations of 300-400 cm-3 in fog over a temperate site.

The results suggest that dust contributes strongly to the atmospheric electrical conditions in the UAE region, due to charging of the dust tribo-electrically. This dust charge may also affect the droplet distribution within the fog. These new measurements of the vertical profile of charge through fog layers in desert climates will be used to improve understanding in droplet growth models.

How to cite: Marlton, G., Harrison, G., Nicoll, K., and Ambaum, M.: Measuring the electrical and optical properties of fog using balloon borne instrumentation in the UAE, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8037, https://doi.org/10.5194/egusphere-egu2020-8037, 2020.

EGU2020-21073 | Displays | NH1.3

Ground-based measurements of turbulence in electrified clouds

Evgeny Mareev, Vladimir Klimenko, Lev Lubyako, Mariya Shatalina, Svetlana Dementyeva, and Nikolay Ilin

A problem of the electric field dynamics in turbulent electro-active clouds (Cumulus, Stratus, Cumulonimbus) is one of the most relevant and complex problems of dynamical meteorology and atmospheric electricity. This problem is important for the study of intense large-scale electric field and its fluctuations that may lead to high-energy particle flows and lightning discharges, for electric current parameterization. Direct field measurements in convective clouds with a developed electrical structure are very difficult; so one of urgent tasks is the development of remote sensing methods for turbulence characteristics in electro-active clouds.

The growth of a large-scale electric field in a turbulent atmosphere is caused by the generation of an electric charge on colliding particles (hydrometeors and dust). Meanwhile, observations (including preliminary observations of the authors) and theoretical studies (Mareev and Dementyeva, 2017) show that intensification of thunderstorm activity can be associated with increased turbulence in the cloud. This paper presents new ideas and results of experimental and theoretical studies of the role of turbulence in electro-active clouds.

The main attention is paid to complex remote observations of different types of clouds with an experimental set-up including the microwave radiometers of 3 cm and 8 mm wavelengths (with a time resolution of order of one second), the network of electrostatic fluxmeters spaced by several kilometers each from another, and the meteorological radar. The data of recent several years were used for analysis. Note that recently space-borne passive microwave radiometry of intense convective clouds (see, for example, Peterson et al., 2017) attracted more attention compared to ground-based microwave observations. A principal idea of our approach is to use the wave-length channels allowing us to reveal both optically thick and optically transparent cloud events from the data on fluctuations in the brightness temperature of the atmosphere.

A special attention was paid to comparative analysis of the turbulence characteristics in thunderclouds and in clouds that do not have a developed electrical structure. The spectral characteristics of electric field and brightness fluctuations were found to be associated with atmospheric air turbulence and mostly are quantitatively described by Kolmogorov-type spectra. Compared with ordinary Cumulus and Stratus clouds, a limited band near a frequency of ~ 0.01 Hz with a higher level of fluctuations is distinguished in the spectral density of fluctuations in the brightness temperature of thunderclouds. The spectra of fluctuations of the electric field caused by thunderclouds, as well as turbulence interior thundercloud, are significantly different from the spectra caused by ordinary Cumulus and layered clouds.

The work was supported by the Russian Foundation for Basic Research (projects no. 19-05-00975 and 18-45-520010).

References

Mareev E.A., Dementyeva S.O. (2017), The role of turbulence in thunderstorm, snowstorm, and dust storm electrification. Journal of Geophysical Research: Atmospheres, V. 122, No. 13, P. 6976-6988. doi: 10.1002/2016JD026150.

Peterson M., Liu C., Mach D., Deierling W., Kalb C. (2015), A method of estimating electric fields above electrifi_ed clouds from passive microwave observations. J. Atmos. Ocean. Tech., V.32 (8), P.1429-1446. doi: 10.1175/ JTECH-D-14-00119.1.

How to cite: Mareev, E., Klimenko, V., Lubyako, L., Shatalina, M., Dementyeva, S., and Ilin, N.: Ground-based measurements of turbulence in electrified clouds, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21073, https://doi.org/10.5194/egusphere-egu2020-21073, 2020.

This full-year study spanning portions of 2017-18 quantifies GOES-16 Geostationary Lightning Mapper (GLM) flash detection efficiency (DE) in central Florida using the Kennedy Space Center Lightning Mapping Array (LMA). Findings support the expectation that about 70% of all flashes are reported when averaged over all thunderstorms and times-of-day. When quantified as a function of LMA flash parameters, GLM exhibited an average of 40% DE for small (main channel length of 5-8 km), and even lower DE for shorter-length and/or short-duration (less than 200 milliseconds) flashes. Conversely, GLM exhibited more than 95% DE for long-duration flashes with main channel lengths of 50-100 km. DE was somewhat lower during daylight and higher at night.  Flash size and duration, on average are shown to be a critical parameter influencing GLM detection.  Given that this behavior occurred for severe and non-severe storms, it is likely an important contributing factor to the low flash detection efficiency for storms with high flash rates (and resulting small/short flashes) associated with severe weather, thereby modulating the effects of optical scattering and absorption within cloud volumes.

These findings can be explained by the time-evolution of cloud-top optical emissions derived from observations using the Lightning Imaging Sensor (LIS) onboard the Tropical Rainfall Measuring Mission (TRMM) Satellite. Specifically, LIS group area, energy density, and cloud-top energy in intra-cloud flashes, on average, reached a local maximum value in the very first few milliseconds of a flash and fell to their minimum values at around 10-20 milliseconds into the flash. After that, all parameters gradually increased over the next 80-100 milliseconds to reach the initial values, and then continued to increase for longer-duration flashes. In addition, statistical simulations based on long-term LIS group area observations indicate that about half of the above-threshold light sources are smaller than a LIS pixel (~ 4 km x 4 km) and are the smallest during initial breakdown in IC flashes.

These observations have implications for expectations about the performance of all satellite lightning observing instruments that are based on optical observations operating in the near-IR portion of the optical spectrum.  The specific values for optical source size and cloud-top energy provided by this study, as a function of time-in-flash, should help refine the expectations for the performance of the upcoming Lightning Imager on the Meteosat Third Generation geostationary satellite.

 

How to cite: Cummins, K. and Zhang, D.: Flash size and within-flash time evolution of cloud-top optical emissions: Implications for satellite-based lightning observations, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4225, https://doi.org/10.5194/egusphere-egu2020-4225, 2020.

EGU2020-12408 | Displays | NH1.3

Simulating collisions of charged cloud drops in an ABC flow

Torsten Auerswald and Maarten Ambaum

Calculating the electric force between cloud drops is not straightforward. Since water drops are conducting, the electric force is not just simply the force between point charges, but instead the charge in each drop induces an infinite number of image charges in the other drop. The effect of these image charges can cause the electric force between two like charged cloud drops to become attractive on very short distances, when only applying Coulomb's law would result in a repulsive force. The attractive effect of image charges could potentially increase the collision rate of cloud drops. Within the United Arab Emirates Rain Enhancement Program (UAE REP) we are investigating the potential for rain enhancement by charging clouds.

Simulating the behaviour of cloud drops is numerically very expensive. A large number of drops needs to be simulated to obtain stable collision statistics. Additionally, the drops move in a complex turbulent environment with eddies spanning several orders of magnitude in size. Simulating the turbulent flow alone is an expensive task. Because of the typical sizes of cloud drops, their motion is predominantly influenced by the smallest turbulent scales in the flow. Therefore, Direct Numerical Simulation (DNS) is necessary and used to simulate the influence of turbulent flow on drop motion. In this work, instead of using DNS, we use an ABC flow to simulate the turbulent effect on cloud drops. This simple approximation for the turbulent flow allows to simulate the drop motion using much less computational resources then needed by DNS and therefore, allows to include the very expensive effect of electrical drop charge in our simulation of colliding drops in a turbulent environment.

To investigate the effect of electrical charge on drop collisions, a Lagrangian particle code for the interaction of cloud drops is used. It calculates the motion of individual drops based on the aerodynamical force due to the ABC flow and the gravitational force and registers drop collisions from which collision statistics can be calculated. In the cloud model all drops carry positive charges. The effect of the electric force is calculated by an approximation which uses Coulomb's law for the effect of the point charges and an additional term to approximate the effect of image charges which produce an attractive force on short distance.

Results for the collision kernel with and without charge will be presented. The effect of the additional term to Coulomb's law will be shown for different drop sizes and drop charges. It will be discussed if the attractive force for like charged drops on short distances can lead to an enhancement in drop collisions and under which conditions the effect is the largest.

How to cite: Auerswald, T. and Ambaum, M.: Simulating collisions of charged cloud drops in an ABC flow, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12408, https://doi.org/10.5194/egusphere-egu2020-12408, 2020.

EGU2020-20611 | Displays | NH1.3

Lightning Clustering to Study Regional Variations in Thunderstorm Characteristics

Jeff Lapierre and Michael Stock

Many studies have shown that the characteristics of lightning such as size and peak current differ by geographical region as well as between ocean and continental thunderstorms. For example, several studies have shown that the lightning in oceanic thunderstorms are generally larger and have lightning with higher peak currents than in continental thunderstorms. In this study, as opposed to individual lightning flash characteristics, we focus on how thunderstorm characteristics change for various regions. We develop a lightning clustering algorithm that takes individual lightning strokes and creates thunderstorms based on their spatiotemporal proximity. We use lightning data from the Earth Networks Total Lightning Network and compare storms throughout regions of the U.S.A. and Europe. Once these thunderstorms are obtained, we can regionally categorize them and compare various characteristics (size, duration, flash rate, polarity, IC/CG ratio, etc.) to determine if any differences stand out. In this presentation, we will discuss the clustering algorithm used, analyze the results of the study, and discuss implications.

How to cite: Lapierre, J. and Stock, M.: Lightning Clustering to Study Regional Variations in Thunderstorm Characteristics, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20611, https://doi.org/10.5194/egusphere-egu2020-20611, 2020.

EGU2020-6988 | Displays | NH1.3 | Highlight

Lightning, Evolution and Biology

Colin Price, Earle Williams, Gal Elhalel, and Dave Sentman

Most electrical activity in vertebrates and invertebrates occurs at extremely low frequencies (ELF), with characteristic maxima below 50Hz.  The origin of these frequency maxima is unknown and remains a mystery.  We propose that over billions of years during the evolutionary history of living organisms on Earth, the natural electromagnetic resonant frequencies in the atmosphere, continuously generated by global lightning activity, provided the background electric fields for the development of cellular electrical activity.  In some animals the electrical spectrum is difficult to differentiate from the natural background atmospheric electric field produced by lightning.  In this paper we present evidence for the link between the natural ELF fields and those found in many living organisms, including humans.

Price, C., E. Williams, G., Elhalel and D. Sentman, 2020:  Natural ELF Fields in the Atmosphere and in Living Organisms, Int. J. Biometeorology, in press.

How to cite: Price, C., Williams, E., Elhalel, G., and Sentman, D.: Lightning, Evolution and Biology, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6988, https://doi.org/10.5194/egusphere-egu2020-6988, 2020.

EGU2020-3337 | Displays | NH1.3 | Highlight

Probability of lightning strikes to wind turbines in Europe during winter months

Gerhard Diendorfer

Upward lightning triggered by elevated objects, such as wind turbines (WT), may increase significantly the number of lightning strikes to these objects. In the recently publishes 2nd edition of the international standard IEC 61400-24 an environmental factor CDWL for winter lightning conditions was introduced to account for this additional lightning risk in the lightning exposure assessment of a WT. Values for CDWL should be 4 (in medium winter lightning activity areas) or 6 (high activity areas) or even higher in special cases. The main challenge is to get reliable data about the winter lightning activity for a given region and for first estimates maps of winter lightning activity for the continents are given in IEC 62400-24, Annex B.

A different approach is used in this contribution. As there is already a high number of WT installed in Europe, we have investigated the number (percentage) of existing WT that was at least struck one time in the winter periods of 2017/18 an 2018/19 based on data of the EUCLID lightning location system.

We have extracted the locations of 10.225 WT sites in Europe in the area from 45°N - 50°N and 10°W -30°E form OpenStreetMap database. Then we checked if there were any lightning strikes located by EUCLID within a 0.003° circular area (is about a 300 m radius) around each of these turbines during the cold season (October to April) in 2017/18 and 2018/2019, respectively. Out of the 10.225 WT 1.131 (11,1 %) and 913 (8,9 %) have been struck by lightning in cold season 2017/18 and 2018/19, respectively. It is worth noting, that only 101 WT (1%) were struck in both seasons, indicating that it is more a dependency on regional meteorological conditions changing from year to year, rather than on a specific group of WT. EUCLID detected flashes are likely to represent only about one half of the real occurring upward flashes from the WT. ICCOnly type upward lightning, which are discharges with current waveforms not followed by any return strokes are typically not detected by lightning location systems, and on instrumented towers this type of discharges makes up about 50% of all upward lightning. But there is a high chance, that a large fraction of this ICCOnly discharges were triggered by the same WT, where EUCLID detected some strokes.

In terms of dependency of the altitude of the WT site above sea level we observe a clear increase of probability of WT lightning with increasing altitude. About 10 % (29/315) of the 315 WT at altitudes up to 50 m ASL are struck by lightning increasing to almost 50 % (15/31) for WT at sites of 950 to 1000 m altitudes ASL. No clear trend is observed for higher altitudes, likely due to the low number of WT above 1000 m.

The obtained 10 % of the WTs triggering at least one upward lighting per cold season demonstrates the high probability of lightning to WT and emphasizes the need of proper protection of the WTs mechanical structure (rotor blades) as well as the entire electrical installation.

How to cite: Diendorfer, G.: Probability of lightning strikes to wind turbines in Europe during winter months, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3337, https://doi.org/10.5194/egusphere-egu2020-3337, 2020.

EGU2020-4024 | Displays | NH1.3

Characteristics of North European winter lightning related to a high positive North Atlantic Oscillation index

Ivana Kolmašová, Kateřina Rosická, and Ondřej Santolík

The variability of winter climate in the North Atlantic region is predominantly driven by a large scale alternation of atmospheric masses between the Icelandic Low and Azores High pressure systems called the North Atlantic Oscillation (NAO) and characterized by the NAO index. The calculation of the NAO index is based on the difference between sea-level pressure strengths of the Azores High and the Icelandic Low. Unusually high positive values of the NAO index were observed to manifest themselves by above-average precipitation and severe winter storms over British Isles and other parts of northwestern and northern Europe.

In the last two decades, the winter season 2014/2015 exhibited the highest positive monthly NAO indexes. During this winter, newspapers in the UK, Germany, Poland, and Scandinavia reported extremely strong storms which caused huge power outages, damages of buildings, and collapses of traffic which paralyzed the daily life. As winter thunderstorms are also characterized by a higher production of very energetic lightning, we use the World Wide Lightning Location Network (WWLLN) data and investigate properties of lightning which occurred in the north European region from October 2014 to March 2015.  The dataset consists of more than 90 thousand lightning detections. We focus on spatial and temporal distribution of lightning strokes, their energies and multiplicity.

We have found that the diurnal distribution of lightning was random from November till February, while the afternoon peak typical for summer storms was noticeable only in October and March. The median energy of lightning strokes observed in October, November and March reached only about 10-20% of the median energy of strokes detected in December, January and February. The most energetic strokes were concentrated above the ocean close to the western coastal areas and appeared exclusively at night and in the morning hours.

How to cite: Kolmašová, I., Rosická, K., and Santolík, O.: Characteristics of North European winter lightning related to a high positive North Atlantic Oscillation index, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4024, https://doi.org/10.5194/egusphere-egu2020-4024, 2020.

EGU2020-22302 | Displays | NH1.3 | Highlight

Nowcasting Lightning Occurrence Using Machine Learning Techniques: The Challenge of Identifying Outliers

Amirhossein Mostajabi, Declan Finney, Marcos Rubinstein, and Farhad Rachidi

Lightning is formed in the atmosphere through the combination of complex dynamic and microphysical processes. Lightning can have a considerable influence on the environment and on the economy since it causes energy supply outages, forest fires, damages, injury and death of humans and livestock worldwide. Therefore, it is of great importance to be able to predict lightning incidence in order to protect people and installations. Despite numerous attempts to solve the important problem of lightning prediction (e.g., [1]–[3]), the complex processes and large number of parameters involved in the problem lend themselves to the potential application of a machine learning (ML) approach.

We recently proposed a ML-based lightning early-warning system with promising performance [4]. The proposed ML model is trained to nowcast lightning incidence during any one of  three consecutive 10-minute time intervals and within a circular area of 30 km radius around a meteorological station. The system uses the real-time measured values of four meteorological parameters that are relevant to the mechanisms of electric charge generation in thunderstorms, namely the air pressure at station level (QFE), the air temperature 2 m above ground, the relative humidity, and the wind speed. The proposed algorithm was implemented using the data from 12 meteorological stations in Switzerland between 2006-2017 with a granularity of ten minutes. The stations were selected to be well distributed among different ranges of altitude and terrain topographies.

The algorithm requires the filtering out of a portion of the data which are identified as outliers. However, the process of the automatic identification of outliers is a challenging task which could also affect the model’s performance. In this presentation, we discuss this problem and present approaches that can be used to optimize the process.

 

References

[1]      D. Aranguren, J. Montanya, G. Solá, V. March, D. Romero, and H. Torres, “On the lightning hazard warning using electrostatic field: Analysis of summer thunderstorms in Spain,” J. Electrostat., vol. 67, no. 2–3, pp. 507–512, May 2009.

[2]      G. N. Seroka, R. E. Orville, and C. Schumacher, “Radar Nowcasting of Total Lightning over the Kennedy Space Center,” Weather Forecast., vol. 27, no. 1, pp. 189–204, Feb. 2012.

[3]      Q. Meng, W. Yao, and L. Xu, “Development of Lightning Nowcasting and Warning Technique and Its Application,” Adv. Meteorol., vol. 2019, pp. 1–9, Jan. 2019.

[4]      A. Mostajabi, D. L. Finney, M. Rubinstein, and F. Rachidi, “Nowcasting lightning occurrence from commonly available meteorological parameters using machine learning techniques,” npj Clim. Atmos. Sci., vol. 2, no. 1, p. 41, 2019.

How to cite: Mostajabi, A., Finney, D., Rubinstein, M., and Rachidi, F.: Nowcasting Lightning Occurrence Using Machine Learning Techniques: The Challenge of Identifying Outliers, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22302, https://doi.org/10.5194/egusphere-egu2020-22302, 2020.

EGU2020-20990 | Displays | NH1.3 | Highlight

Ground-based lightning and AWS network system for alert of torrential rainfall and typhoon combined with micro-satellite constellation

Yukihiro Takahashi, Mitsuteru Sato, Hisayuki Kubota, Testuro Ishida, Meryl Algodon, Ellison Castro, Loren Estrebillo, Purwadi Purwadi, Gay Perez, Kozo Yamashita, Jun Matsumoto, and Jun-ichi Hamada

We have been developing a ground-based lightning and AWS network system under the projects of a SATREPS “ULAT” and e-ASIA in order to realize precise real-time monitoring and issuing alert for torrential rainfall and typhoon extreme based on international cooperation among Japan, Philippines, Indonesia and other SE-Asian countries supported by JST, JICA, PHL-Microsat and other funding. The intensification of lightning activity is precursor of typhoon growth. In these projects, we are constructing ground-based lightning and AWS—automated weather station—network system with 12 sites for VLF radio wave measurement in nation-wide of Philippines and with 50 sites for electrostatic field measurement in Metro Manila together with infrasound sensor. We are going to complete the installation of the sensors at most of the planned ~60 sites by the end of this year. We already started with installed sensors and achieved preliminary results for typhoon and thunderstorm measurement. We are also doing practice in operating our micro-satellite which can make rapid target pointing at high accuracy. Using the photos captured from the satellite, now we can reproduce the detailed 3-D structure of the cloud at best quality even compared to the latest radar system.

How to cite: Takahashi, Y., Sato, M., Kubota, H., Ishida, T., Algodon, M., Castro, E., Estrebillo, L., Purwadi, P., Perez, G., Yamashita, K., Matsumoto, J., and Hamada, J.: Ground-based lightning and AWS network system for alert of torrential rainfall and typhoon combined with micro-satellite constellation, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20990, https://doi.org/10.5194/egusphere-egu2020-20990, 2020.

EGU2020-2752 | Displays | NH1.3

New and improved European satellite observation capabilities for hazardous weather to be available from 2022 onwards: Meteosat Third Generation (MTG)

Jochen Grandell, Thomas August, Dorothee Coppens, Gary Fowler, Mounir Lekouara, Rosemary Munro, and Bartolomeo Viticchie

EUMETSAT has provided the user community with more than three decades worth of satellite data, starting with the geostationary missions of the Meteosat First Generation, and since 2002 with the Meteosat Second Generation (MSG) series satellites.

The development of the next generation geostationary program, the Meteosat Third Generation (MTG), is now in its final stages. The MTG system will host a more advanced 16-channel VIS/IR Flexible Combined Imager (FCI) as well as a Lightning Imager (LI) on its geostationary imaging platform (MTG-I), whereas the sounding platform (MTG-S) will host the MTG InfraRed Sounder (IRS) and the Copernicus Sentinel-4 ultraviolet/near-infrared (UVN) sounding missions. The launch of the first two satellites MTG-I1 and MTG-S1 hosting the imaging and sounding instruments is foreseen in 2021 and 2023, respectively.

The new and improved capabilities will significantly enhance the potential for convective storm monitoring, from the earliest initial phases to full maturation and dissipation. In addition, as examples of dedicated applications where the improved capabilities will play a significant role, one can mention fog monitoring and especially the enhanced fire monitoring capability.

The presentation will give an overview of the MTG system, its observation missions, and the main improvements and novelties over Meteosat Second Generation (MSG) in terms of new missions and expected product performance. As a primarily Nowcasting mission, MTG will provide significant additions to the hazardous weather observations in the coming years. The emphasis of the presentation will be on the new observational capability provided by the Lightning Imager.

How to cite: Grandell, J., August, T., Coppens, D., Fowler, G., Lekouara, M., Munro, R., and Viticchie, B.: New and improved European satellite observation capabilities for hazardous weather to be available from 2022 onwards: Meteosat Third Generation (MTG), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2752, https://doi.org/10.5194/egusphere-egu2020-2752, 2020.

Previous studies suggested that lightning activity could be an indicator of Tropical Cyclone (TC) intensity change but their relationships vary greatly and at times appear contradictory. The importance of total lightning for TC intensification study and forecasting applications has also been pinpointed by several studies. Recently, we revisited this problem using 16 years of TRMM Lightning Imaging Sensor (LIS) measurements and found that reduced (elevated) inner-core total lightning marked rapidly intensifying (weakening) TCs, whereas outer rainband total lightning had opposite trends. It is also shown that the reduced lightning frequency in the inner cores of rapidly intensifying storms was coincident with reduced volumes of 30-dBZ radar reflectivity in the mixed-phase cloud region (-5 to -40 oC), suggesting the lack of large ice particles (e.g., graupel) in the inner cores of rapidly intensifying TCs (which is considered to be important for cloud electrification). To better understand the physical process responsible for these results, we have examined the vertical profiles of radar reflectivity, distribution of precipitation/convection, overshooting radar echo tops (CloudSat), and microwave ice scattering signatures provided by GPM and CloudSat overpasses. This data fusion exercise uniquely provides a more complete understanding of storm electrification, convective intensity, ensemble precipitation microphysics, and storm dynamics in relation to TC intensity change. For example, we have distinguished the convective and microphysical structures between rapidly intensifying (RI) TCs with and without enhanced lightning activity, RI and steady-state TCs, and RI and rapidly weakening TCs.

How to cite: Xu, W.: Changes of Lightning Activity and Vertical Structure in the Inner Core Preceding Tropical Cyclone Rapid Intensification , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4085, https://doi.org/10.5194/egusphere-egu2020-4085, 2020.

EGU2020-17913 | Displays | NH1.3 | Highlight

Analysis of Elves observations from about 2 years of ASIM operation.

Olivier Chanrion, Torsten Neubert, Chiara Zuccoti, Matthias Heumesser, Krystallia Dimitriadou, Francisco J. Gordillo, Francisco J. Perez-Invernon, Nikolai Østgaard, Andrey Mezentsev, and Victor Reglero

The Atmosphere-Space Interaction (ASIM) mission was launched on April 2, 2018 and installed on an external platform of the Columbus Module of the International Space Station the 13th.

The main objectives of the mission are to observe and study thunderstorms and their interaction with the atmosphere. ASIM embarks two main instruments pointing at Nadir, the Modular Multispectral Imaging Array (MMIA) observing in the visible and the Modular X- and Gamma- ray Sensor (MXGS) observing in the X- and Gamma-ray bands.

In this presentation we focus on observations made by the MMIA which includes two cameras operating in the bands 337/5 nm and 777.4/3 nm and three photometers operating in the bands 180-230 nm, 337/5 nm and 777.4/5 nm. Specifically, we analyze the short duration pulses recorded in the 180-230 nm band.

After about 2 years of operations, more than 2500 of such events were identified in the data. They are likely to be recordings of ELVEs (Emissions of Light and Very low frequency perturbation due to Electromagnetic pulse sources), occurring in the ionosphere in response to lightning currents.

We show the amplitude, spatial and temporal distributions of the events and compare the results with those of previous studies. We present an analysis of the temporal characteristics of the pulses themselves and of their delays regarding the parent lightning observed in the other ASIM photometers or in the GLD360 ground lightning detection network recordings. Finally, we compare some typical events with modeling.

How to cite: Chanrion, O., Neubert, T., Zuccoti, C., Heumesser, M., Dimitriadou, K., Gordillo, F. J., Perez-Invernon, F. J., Østgaard, N., Mezentsev, A., and Reglero, V.: Analysis of Elves observations from about 2 years of ASIM operation., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-17913, https://doi.org/10.5194/egusphere-egu2020-17913, 2020.

EGU2020-15025 | Displays | NH1.3

High-speed UV imaging of elves and lightning from space: first simultaneous detections from the Mini-EUSO and ASIM instruments

Matteo Battisti, Enrico Arnone, Mario Bertaina, Marco Casolino, Olivier Chanrion, Christer Fuglesang, and Torsten Neubert and the Mini-EUSO team for the JEM-EUSO collaboration

The search for the physical mechanisms of lightning, transient luminous events and terrestrial gamma-ray flashes is receiving an extraordinary support by new space observations that have recently become available. Next to lightning detectors on geostationary satellites, new low orbit experiments are giving an unprecedented insight in the very source of these processes. Looking at the physics behind these new observations requires however to have a variety of different instruments covering the same event, and this is proving extremely challenging. Here, we present observations of UV emissions of elves and lightning taken for the first time simultaneously from the two instruments Mini-EUSO and ASIM operating on the international space station. Mini-EUSO was designed to perform observations of the UV-light night emission from Earth. It is a wide field of view telescope (44°x44° square FOV) installed for the first time on October 2019 inside the Zvezda Module of the ISS, looking nadir through a UV transparent window. Its optical system consists of two Fresnel lenses for light collection. The light is focused onto an array of 36 multi-anode photomultiplier tubes (MAPMT), for a total of 2304 pixels. Each pixel has a footprint on ground of ~5.5 km. The instrument is capable of single-photon counting on three different timescales: a 2.5 microsecond (D1) and a 320 microsecond (D2) timescale with a dedicated trigger system, and a 40.96ms timescale (D3) used to produce a continuous monitoring of the UV emission from the Earth. ASIM is an experiment dedicated to lightning and atmospheric processes. Its Modular Multispectral Imaging Array (MMIA) is made of an array of 3 high speed photometers probing different wavelength sampling at rates up to 100 kHz, and 2 Electron Multiplication Charge Coupled Devices (EM-CCDs) with a sub-km spatial resolution with an 80° FOV and recording up to 12 frames per second. Mini-EUSO detected several bright atmospheric events like lightning and elves, with a few km spatial resolution and different time resolutions, probing therefore different stages of the electromagnetic phenomena. Observations from Mini-EUSO were simultaneously captured by ASIM instruments, allowing for the first time to compare and complement the capabilities of the two instruments with a time inter-calibration based on unambiguous series of lightning detections.

How to cite: Battisti, M., Arnone, E., Bertaina, M., Casolino, M., Chanrion, O., Fuglesang, C., and Neubert, T. and the Mini-EUSO team for the JEM-EUSO collaboration: High-speed UV imaging of elves and lightning from space: first simultaneous detections from the Mini-EUSO and ASIM instruments, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-15025, https://doi.org/10.5194/egusphere-egu2020-15025, 2020.

EGU2020-18845 | Displays | NH1.3 | Highlight

Analysis of Blue Discharges in Thunderclouds

Krystallia Dimitriadou, Olivier Chanrion, Torsten Neubert, Matthias Heumesser, Alain Protat, Valentin Louf, Hugh Christian, Richard Blakeslee, Chris Köhn, Nikolai Østgaard, and Victor Reglero

The Modular Multispectral Imaging Array (MMIA) of the Atmosphere-Space Interactions Monitor (ASIM) contains 3 photometers and 2 cameras, that monitors electrical discharges in and above thunderstorms. The 3 photometers sample in the bands:  337/4 nm, the VUV band 180-230 nm and 777.4/5 nm at 100 kHz; and the 2 cameras record in the bands 337/5 nm and 777.4/3 nm, with a temporal resolution of 12 frames per second. The 337 nm band corresponds to the strongest line of N22P, the VUV band include part of the N2 LBH and the 777.4 nm band corresponds to the OI line which is the strongest emission line of lightning leader channel. Here, we analyse observations of flashes that are predominantly blue. We will discuss the leader/streamer nature of these flashes. The analysis incorporates satellite cloud observations and weather radar measurements for the characterization of the thunderstorm clouds and their phase of development. In our optical analysis we incorporate also comparisons with data from NASA’s Lightning Imaging Sensor on the ISS (ISS-LIS) and VAISALA’s lightning location network GLD360.

How to cite: Dimitriadou, K., Chanrion, O., Neubert, T., Heumesser, M., Protat, A., Louf, V., Christian, H., Blakeslee, R., Köhn, C., Østgaard, N., and Reglero, V.: Analysis of Blue Discharges in Thunderclouds, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18845, https://doi.org/10.5194/egusphere-egu2020-18845, 2020.

EGU2020-10093 | Displays | NH1.3

Optical discrimination of sprite and lightning by use of green light from ~495-505 nm

Simon Ghilain, Martin Fullekrug, Francisco José Gordillo Vazquez, and Aleksandrs Sergejevs

Sprites are transient illuminations of the middle atmosphere above thunderclouds which often occur after intense lightning discharges. Here we report optical recordings of sprites and lightning taken with a video camera and photometers in northern Colombia during October 2019.

Optical observations of sprites are often superimposed on the scattered light produced by the parent lightning discharge. This superposition of two optical sources can result in a misinterpretation of the photometer recordings, for example the determination of the rise time of an optical waveform.

Here we propose to use the green light emissions from ~495-505 nm to discriminate between sprite and lightning. This experimental discrimination has become possible because recent modeling studies suggest that lightning emits green light whilst sprite do not emit green light (Gordillo Vazquez et al., 2011; Xue et al., 2015).

The optical signals are detected by a white light video camera and a photometer which is fitted with a ~495-505 nm band pass filter to detect green light. The observed lightning discharges are characterized by significant green emissions in the ~495-505 nm wavelength band. These green emissions are part of the diffuse glow detected by the video camera which is caused by the scattered light from the lightning discharge. This light is scattered during its propagation through the atmosphere which is most likely caused by aerosols, for example related to the ambient humidity and dust. The majority of sprite observations are contaminated by such a diffuse glow with significant ~495-505 nm emissions. The observation of one particular sprite does not exhibit any significant ~495-505 nm emissions and it is therefore attributed to a ‘pure sprite’. The rise time of these optical emissions and the characteristics of other wavelengths recorded by several photometers will be reported for this particularly pure sprite event.

The knowledge gained from these ground-based observations may assist the interpretation of measurements with photometers onboard the ASIM payload on the International Space Station and the forthcoming TARANIS satellite.   

 

 

Gordillo-Vazquez, F.J., Luque, A. and Simek, M.(2011). Spectrum of sprite halos. Journal of Geophysical research, 116, A09319. doi: 10.1029/2011JA016652.

Xue, S., Yuan, P., Cen, J., Li, Y. and Wang, X.(2015). Spectral observations of a natural bipolar cloud-to-ground lightning. Geophysical Research Letters, 120, 1972–1979. doi:10.1002/2014JD022598

How to cite: Ghilain, S., Fullekrug, M., Gordillo Vazquez, F. J., and Sergejevs, A.: Optical discrimination of sprite and lightning by use of green light from ~495-505 nm, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10093, https://doi.org/10.5194/egusphere-egu2020-10093, 2020.

EGU2020-19320 | Displays | NH1.3 | Highlight

Modeling terrestrial gamma-ray flashes observed by ASIM

Joseph Dwyer

The Atmosphere-Space Interactions Monitor (ASIM) on the International Space Station is providing important observations of terrestrial gamma-ray flashes (TGFs), including new measurements of optical emissions associated with TGFs and new measurements of multi-pulsed TGFs.  TGFs are thought to be produced by bremsstrahlung emissions from relativistic runaway electrons accelerated inside thunderstorms.  However, the exact mechanisms for generating the large number of runaway electrons required to account for the observed TGF luminosities remains an active area of debate.  Two mechanisms being considered are cold-runaway electron production by streamer heads or leader tips in the high-field regions near lightning, and the self-sustained production of runaway electrons by relativistic feedback involving backward propagating runaway positrons and backscattered x-rays.  Because both mechanisms may require the presence of lightning leaders inside thunderstorms -- for the cold-runaway mechanism to emit the runaway electrons and for the relativistic feedback mechanism to drive the electric field above the feedback threshold -- it has been challenging to test which TGF production mechanisms are occurring.  The new ASIM TGF observations should help constrain TGF models and possibly identify which mechanisms are primarily responsible for the runaway electron production.  In this talk, I will present new TGF modeling results and compare them with available ASIM observations.   

How to cite: Dwyer, J.: Modeling terrestrial gamma-ray flashes observed by ASIM, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19320, https://doi.org/10.5194/egusphere-egu2020-19320, 2020.

EGU2020-2467 | Displays | NH1.3

Source Altitudes of Optical Emissions Associated with TGFs

Matthias Heumesser, Olivier Chanrion, Torsten Neubert, Krystallia Dimitriadou, Christoph Köhn, Francisco J. Gordillo-Vazquez, Alejandro Luque, Francisco Javier Pérez-Invernón, Hugh Christian, Richard J. Blakeslee, Nikolai Østgaard, Andrey Mezentsev, and Martino Marisaldi

Terrestrial Gamma-Ray Flashes (TGFs) observed from space appear to be generated after a few milliseconds of optical activity and before the onset of a main optical pulse. The pre-activity is thought to be from a propagating leader and the main optical pulse the emissions from the ensuing stroke. Scattering of photons in the cloud increases the rise time and durations of the pulses and thus allows for estimates of their optical path from their sources.

In this presentation we estimate the depth inside thunderclouds of pulses associated with more than 100 TGFs observed by the Atmosphere-Space Interactions Monitor (ASIM) on the International Space Station (ISS). The observations are in narrow bands at 337 nm, to include the strongest line of N22P and 777.4 nm of OI, considered a strong lightning emission line. With the assumption that the sources are instantaneous and at single points within a cloud, we find optical paths for the events by using typical cloud properties. Combined with cloud top heights from a recent study on TGF producing thunderstorms, this gives an estimate at which altitude the optical detections are produced.

Data from VAISALA’s lightning location network GLD360 and NASA’s Lightning Imaging Sensor on the ISS (ISS-LIS) will be used to assess the results from the optical analysis. This includes investigations of the correlations between TGF durations, detected peak lightning current and optical path in the cloud.

How to cite: Heumesser, M., Chanrion, O., Neubert, T., Dimitriadou, K., Köhn, C., Gordillo-Vazquez, F. J., Luque, A., Pérez-Invernón, F. J., Christian, H., Blakeslee, R. J., Østgaard, N., Mezentsev, A., and Marisaldi, M.: Source Altitudes of Optical Emissions Associated with TGFs, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2467, https://doi.org/10.5194/egusphere-egu2020-2467, 2020.

EGU2020-5556 | Displays | NH1.3

One TGF and two elves produced by the same thunderstorm system

Nikolai Ostgaard, Steve Cummer, Andrey Mezentsev, Torsten Neubert, Victor Reglero, Olivier Arnaud Olivier, Martino Marisaldi, Pavlo Kochkin, Nikolai Lehtinen, David Sarria, Carolina Maiorana, Chris Alexander Skeie, Anders Lindanger, Yunjiao Pu, Freddy Christiansen, Kjetil Ullaland, and Georgi Genov

On February 8, 2019 the Atmosphere-Space Interaction Monitor (ASIM) passed a thunderstorm system north east of Puerto Rico and observed a TGF and an Elve from the same lightning stroke at the very beginning of a lightning flash. A second Elve was observed 456 ms later but without any signature of a TGF about 300 km south-east of the first Elve.
The strokes associated with the two Elve events were detected by WWLLN and Vaisala, which allows for an absolute timing accuracy of the ASIM measurements of at least 100 us. Images of the lighting strokes support the source locations for the Elves and TGF.  
Both the rise time of the UV pulse by ASIM MMIA photometer and radio measurements from Puerto Rico indicate that the first stroke was an intracloud positive while the latter was a cloud-to-ground stroke.
The UV emissions from the Elves preceded the optical emissions in 777 nm by
50 us and 90 us, respectively. This can partly be explained by the scattering of 777 nm within the cloud.
Current moments derived from radio measurements at Puerto Rico and Duke University  indicate a fast (30 us) and large (200 kA) current pulse emitting an electromagnetic wave that produces an Elve and a slow (1-2 ms) current producing the optical signals.


 

How to cite: Ostgaard, N., Cummer, S., Mezentsev, A., Neubert, T., Reglero, V., Olivier, O. A., Marisaldi, M., Kochkin, P., Lehtinen, N., Sarria, D., Maiorana, C., Skeie, C. A., Lindanger, A., Pu, Y., Christiansen, F., Ullaland, K., and Genov, G.: One TGF and two elves produced by the same thunderstorm system, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5556, https://doi.org/10.5194/egusphere-egu2020-5556, 2020.

EGU2020-8515 | Displays | NH1.3

Extreme TGF Imaging by ASIM

Víctor Reglero, Paul Connell, Javier Navarro, Christopher Eyles, Nikolai Ostgaard, Torsten Neubert, Ferran Fabro, Joan Montanya, Andrey Mezentsev, Olivier Chanrion, Freddy Christiansen, Pavlo Kochkin, and Martino Marisaldi

One year after the starting of ASIM operational phase, we have succeeded to perform accurate Imaging of 54 TGF.  Among them, some have been analysed at extreme imaging conditions in terms of TGF position at the MXGS partially coded field of view.  20 TGF events have angular distances larger than 40º respect to the MXGS FOV centre. Extreme cases at angular distances larger than 50º are presented. Validation of TGF position by WLN data is included in the discussion.

The canonical value of 32 LED cnts as the minimum fluency for TGF imaging defined during MXGS development was checked using low luminosity TGF.  At the present, we have succeeded to obtain imaging solution for 7 TGF with less than 20 cnts. A sample is presented with indication of position accuracy and S/N ratios.  

Last part of the presentation is the discussion of a TGF with a very large and asymmetric probability distribution at the MXGS FOV that suggest the TGF as an extended source. Imaging data projected to the Earth surface is compared with GOES data, showing that the TGF is at the edge of a large convective cell, close to the TGF imaging data map.  Therefore, we can conclude that for some bright TGF it is possible to estimate the TGF fireball dimensions generated by the iteration of TGF photons with local atmospheric asymmetric matter distributions. The presence of a large CZT tail is coherent with the size of the convective cell.

How to cite: Reglero, V., Connell, P., Navarro, J., Eyles, C., Ostgaard, N., Neubert, T., Fabro, F., Montanya, J., Mezentsev, A., Chanrion, O., Christiansen, F., Kochkin, P., and Marisaldi, M.: Extreme TGF Imaging by ASIM, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8515, https://doi.org/10.5194/egusphere-egu2020-8515, 2020.

EGU2020-9152 | Displays | NH1.3

Observation of TGFs at High Latitude

Carolina Maiorana, Martino Marisaldi, Andrey Mezentsev, Martin Fullekrug, Serge Soula, Anders Lindanger, Chris Alexander Skeie, David Sarria, Pavlo Kochkin, Nikolai Lehtinen, Ingrid Bjørge-Engeland, Nikolai Østgaard, Kjetil Ullaland, Georgi Genov, Torsten Neubert, Freddy Christiansen, and Victor Reglero

Terrestrial Gamma-ray Flashes (TGFs) are short bursts of gamma radiation originating from thunderclouds; they propagate upwards and are then detected by satellites such as AGILE, Fermi and ASIM. ASIM is the first mission specifically designed for the study of thunderstorm-related phenomena (Neubert et al., 2019); being placed on the ISS, it can for the first time detect TGF events up to more than 51 degrees in latitude.

Among the previous missions, RHESSI was the one reaching the highest latitude: 38 degrees. We then consider “high-latitude” for ASIM the band between 35 and 51 degrees of latitude. 9 events have already been observed in this band, inside four distinct geographical regions. At such latitudes, TGFs are expected to experience greater absorption in the troposphere, which makes them more difficult to detect. Moreover, we expect an intrinsically lower production rate due to the lower lightning activity (Smith et al., 2010, Williams et al., 2006).

In this work we present the characteristics of those events, in the context of the global ASIM sample collected so far. We also examine whether the observed number of events is statistically compatible with the atmospheric absorption, taking into account the local flash activity and ASIM’s exposure at high latitude.

How to cite: Maiorana, C., Marisaldi, M., Mezentsev, A., Fullekrug, M., Soula, S., Lindanger, A., Skeie, C. A., Sarria, D., Kochkin, P., Lehtinen, N., Bjørge-Engeland, I., Østgaard, N., Ullaland, K., Genov, G., Neubert, T., Christiansen, F., and Reglero, V.: Observation of TGFs at High Latitude, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9152, https://doi.org/10.5194/egusphere-egu2020-9152, 2020.

In designing the MXGS coded mask imager on the ASIM mission to the ISS many simulations of its performance were made using a model of TGF origin as a RREA in a vertical electric ffield at about 15 km altitude. One consequence was the prediction that imaging scatter background from high energy photons would be 15-20% of CZT detector counts, decreasing with TGF off-axis observation angle.

Analysis of the linear image reconstruction model shows the maximum scatter background to be 40% in some cases, with sources at the same off-axis angle having both small and large scatter background. The obvious reason to explain this asymmetry is that a TGF beam is not primarily vertical, but at large angles, and provokes an inference about TGF origin.

The phenomenon can be explained by TGF origin at the tips of lightning leader channels, resulting in a wide range of random beam angles, or in the macro electric ffield of the induced negative shfielding charge above a stormcloud. This charge might begin as concentrated near the top-centre of a stormcloud but should slowly spread out to form a torus-like charge with the greatest electric field on the circular boundary of the torus, over a range of angles from vertical to horizontal to downward - with many TGFs absorbed or expanding spherically as a low energy Compton Scatter Remant.

In this scenario the TGF would originate near the upper radial edge of the cloud, but not within it, either by lightning leader electron injection or electron positron injection from a cosmic ray shower, posing the question if this location of origin can be observed.

We made a study of over 6000 TGF locations from FERMI-WWLLN observations where the centroid centrepoint of the nearest lightning cluster to the TGF was located, allowing for wind drift, its RMSQ cluster radius determined, and its distance vector from the cluster centrepoint. If the cluster would represent stormcloud location and area, then the macro E-field scenario of TGF origin should result in an annular distribution of the TGF-WWLLN vector location, but convolved with the lightning location error distribution. We present the results here, showing there is indeed a significant increase in TGF origin at the outer boundary of stormcloud lightning clusters.

How to cite: Connell, P.: Using FERMI TGF observation data to show an enhanced likelihood of TGF origin at the edges of stormcloud lightning clusters, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10077, https://doi.org/10.5194/egusphere-egu2020-10077, 2020.

EGU2020-4645 | Displays | NH1.3

Modelling the production of terrestrial gamma-ray flashes during the final leader step

Christoph Köhn, Olivier Chanrion, Heumesser Matthias, Krystallia Dimitriadou, and Torsten Neubert

Recent measurements by the Atmosphere-Space Interactions Monitor (ASIM) indicate that the production of energetic electrons and of subsequent terrestrial gamma-ray flashes (TGFs) occurs immediately prior to intracloud lightning breakdown. Inspired by this finding, we relate the production of high-energy particles to the occurrence of streamer coronas initiated during the final leader step when the leader is in the vicinity of the upper cloud charge layer. Therefore, we model the acceleration of electrons and the subsequent production of energetic photons in the electric fields of the two encountering streamer coronas which are initiated in the vicinity of the leader tip and of the charge layer. Applying a particle Monte Carlo code, we first initiate thermal electrons in the electric field of the leader tip and subsequently turn on the streamer coronas and simulate the acceleration of electrons from thermal energies to energies of several tens of MeV. We present the temporal evolution of the electron and photon energies and spectra, and discuss the role of the electric fields of the encountering streamer coronas. Finally, we relate our results to ASIM measurements and discuss the duration and the relative timing of TGF bursts.

How to cite: Köhn, C., Chanrion, O., Matthias, H., Dimitriadou, K., and Neubert, T.: Modelling the production of terrestrial gamma-ray flashes during the final leader step, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4645, https://doi.org/10.5194/egusphere-egu2020-4645, 2020.

EGU2020-7957 | Displays | NH1.3

Meter-scale Measurements of VHF structure of natural leader streamers

Brian Hare, Olaf Scholten, Joseph Dwyer, Ute Ebert, and Sander Nijdam and the LOFAR CR KSP

We will present maps of negative leaders imaged in the 30-80 MHz band by the LOFAR radio telescope, which is a distributed radio telescope in the Northern Netherlands that can map lightning with meter length and nanosecond timing accuracy. These VHF images show that negative leaders emit bursts of VHF that are about 1-3 µs in duration, most likely in relation to leader stepping. The median time between bursts is around 40 μs, and the median distance is about 7.5 m. Each of these bursts contains around 3-10 discrete VHF pulses. 2/3 of these pulses are consistent with coming from the same location (with 1 meter location accuracy), and the other 1/3 come from up to 3 m away. These data are consistent with the hypothesis that these VHF bursts are due to corona flashes during leader stepping, that the discrete pulses we locate are due to the few very strongest streamers in the corona flash, and the majority of streamers in a corona flash are too weak to be observed as discrete VHF pulses. From these data, we estimate that the strongest streamers in a natural corona flash emit about 4x10-6 J in our 30-80 MHz band.

How to cite: Hare, B., Scholten, O., Dwyer, J., Ebert, U., and Nijdam, S. and the LOFAR CR KSP: Meter-scale Measurements of VHF structure of natural leader streamers, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7957, https://doi.org/10.5194/egusphere-egu2020-7957, 2020.

EGU2020-20497 | Displays | NH1.3

Investigating Thunderstorm HF/VHF Radio Bursts with Weak Lower Frequency Radiation

Ningyu Liu and Joseph Dwyer

While the spectrum of lightning electromagnetic radiation is known to peak around 5-10 kHz in the very low frequency (VLF) range, intense high frequency/very high frequency (HF/VHF) radiation can be produced by various lightning related processes. In fact, thunderstorm narrow bipolar events (NBEs), which are capable of initiating lightning, are the most powerful HF/VHF sources in nature on Earth. But even for NBEs, the spectral intensity in HF/VHF is still many orders of magnitude weaker than that of lower frequencies (Liu et al., JGR, 124, https://doi.org/10.1029/2019JD030439, 2019). HF/VHF bursts with weak VLF signals, however, can also be produced by thunderstorms. These bursts may be related to the thunderstorm precursor events noted by Rison et al. (Nat. Commun., 7, 10721, 2016) and are also found to precede a large fraction of lightning initiation (Lyu et al., JGR, 124, 2994, 2019). They are also known as continual radio frequency (CRF) radiation associated with volcanic lightning (Behnke et. al., JGR, 123, 4157, 2018).

 

In this talk, we report a theoretical and modeling study to investigate a physical mechanism for production of those HF/VHF bursts. The study is built on the theory developed recently concerning the radio emissions from an ensemble of streamers (Liu et al., 2019). We find an ensemble of streamer discharges that develop in random directions can produce HF/VHF radiation with intensity comparable to those all developing in a single direction, but the VLF intensity is many orders of magnitude weaker. The results of our study support the conclusions of Behnke et. al (2018) that CRF is produced in the absence of large-scale electric field, it results in insignificant charge transfer, and it is caused by streamers. In the context of the HF/VHF bursts preceding lightning initiation (Lyu et. al, 2019), our results imply that highly localized strong field regions exist in thunderstorms and streamers take place in those regions, which somehow precondition the medium for lightning initiation.

How to cite: Liu, N. and Dwyer, J.: Investigating Thunderstorm HF/VHF Radio Bursts with Weak Lower Frequency Radiation, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20497, https://doi.org/10.5194/egusphere-egu2020-20497, 2020.

It’s a common knowledge for the spark discharge researches that there are space leaders inside the negative leader streamer zone. They arise from plasma formations of the volume of about 1 cm3 which are called space stems. But there is no any established idea about how space stems form in conditions when the background electric field magnitude inside a negative leader corona is about three times less than the dielectric strength of air. In this study, we propose a new mechanism of space stem precursors (ionization centers, which are capable to generate positive streamers) formation which is based on the joint action of ionization and drifting processes. The most possible location of proposed mechanism realization is the external boundary of the negative corona streamer burst, where electric field strength reaches a maximum value. The process takes place in the presence of strongly inhomogeneous stochastic electric field relief, which is formed by chaotically positioned clusters of negative charge transported to the negative corona streamer burst periphery by the negative streamer heads. The last are emanated from the leader tip during the negative corona streamer burst finishing each step-formation process. The only thing needed for the space stem precursor formation is the increased level of streamer heads spatiotemporal appearance frequency inside the very small area of space, which scale is of the order of a few millimeters. One important conclusion derived from this study is that the relatively strong electric field strength, overabundance of negative charge, and increased level of both reduced electric field and detachment frequency, which accompany ionization center formation, facilitate survival and growth of positive streamers initiated from a space stem precursor. The model is applied to specify the range of conditions, under which space stem precursor genesis is possible, and to analyze times of its formation at the range of altitudes of 0-12 km.

This work was supported by the Russian Science Foundation (project 19-17-00183).

How to cite: Syssoev, A. and Iudin, D.: A possible mechanism of space stem precursors formation at the negative lightning leader corona streamer burst periphery, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11022, https://doi.org/10.5194/egusphere-egu2020-11022, 2020.

EGU2020-699 | Displays | NH1.3

Meteorological Parameters of Thunderstorm Ground Enhancements

Ekaterina Svechnikova, Nikolay Ilin, and Evgeny Mareev

Thunderstorm ground enhancements (TGEs) are events of energetic particle flux increases, discovered and observed at the Aragats Research Station (Armenia). Energetic particles are accelerated and multiplied in the electric field of clouds, and may be registered by ground-based detectors. Analysis of the structure of thunderclouds producing TGEs is crucial for clarifying the mechanism of particle acceleration.

In the present study the hydrometeor dynamics are analysed on the basis of the state of the atmosphere modeling by means of Weather Research and Forecasting Model. Meteorological characteristics typical of TGE occurrence in the mountainous region of Aragats are discovered. A technique has been developed for estimation of the charge distribution in a cloud on the basis of comparison of the simulations and experimental data. The retrieved cloud electrical structure is used to estimate the dependence of the electrification process on the temperature and liquid water content.

An unusually low concentration of ice particles leads to the great importance of snow particles in the process of charge separation. A typical charge distribution in a TGE-producing cloud is found to be well approximated by a two-layered charge structure with a lower positive charge region formed by graupel particles and an upper negative region formed by snow particles. Characteristic charge density is 0.01 C/km^3 for graupel cluster and 0.02 C/km^3 for snow cluster. A vertical distance of about 1-2 km between the lower positive and upper negative layers is sufficient for the development of an energetic particle avalanche.

The obtained estimation of the hydrometeor content and the electrical structure of a TGE-producing cloud provides new evidence on particle acceleration mechanisms in the atmosphere and processes of charge distribution in mountainous conditions.

How to cite: Svechnikova, E., Ilin, N., and Mareev, E.: Meteorological Parameters of Thunderstorm Ground Enhancements, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-699, https://doi.org/10.5194/egusphere-egu2020-699, 2020.

EGU2020-8562 | Displays | NH1.3

Microsensor for Atmospheric Electric Fields

Andreas Kainz, Wilfried Hortschitz, Matthias Kahr, Franz Keplinger, and Gerhard Diendorfer

Many phenomena of atmospheric electricity are still not well understood, as most of the processes involved can only be observed in real nature. For this purpose, reliable and stable measurements of the electric field strength are mandatory. While for high-frequency fields, there exists a large variety of equipment, in the quasi-static and especially static regime, such systems are scarce. The „standard“ device for the application is the electrostatic field mill which uses a rotating, electrically grounded shutter electrode to alternatingly expose and shield measurement electrodes to/from the electric field. While they achieve good-enough resolution, there are many inherent problems associated with the measurement principle, such as mechanical wear, massive field distortions, size and weight. As a consequence, they are typically installed at a fixed points and cannot be easily moved or mounted. Miniaturised field mills have minimised some of these issues, the shutter priniciple leads to very fragile structures.

We present an alternative way of measuring low-frequency and static electric fields (E-field), which does not suffer from the hindering drawbacks of field mills. The underlying mechanism converts the E-field to a mechanical oscillation of a microelectromechanical system (MEMS). This is achieved by applying an AC voltage to a compliant mechanical structure. As a result of the AC voltage, alternating charges accumulate at the surface of the MEMS. When exposed to the E-field, this leads to a force deflecting the structure at a known frequency. For this kind of active mechanism, the power consumption is minimal, since the current flow is practically zero. Therefore, the system can be used in a floating way without grounded connections and therefore minimum field distortions. The mechanical motion can then be read out optically, also to avoid field distortions and backaction. If the system is driven at the mechanical resonance, the quality factor can be exploited to boost the sensitivity. In this case the bandwidth of the system ranges from 0 Hz to twice the resonance frequency.

Several MEMS sensors with different resonance frequencies (ranging from ~100 Hz to ~1 kHz) have been fabricated and tested in the laboratory. The sensors have been mounted between two parallel field plates supplied with a DC voltage, which provides the static electric field. A tiny hole in one of the field plates allowed for optical readout of the sensor movement with a laser-Doppler vibrometer (Polytec MSA-400). The sensors have been tested for different field strengths (10 V/m – 30 kV/m) and different AC voltages (0.02 V – 20 V) confirming linearity in both quantities. In terms of field strength, a resolution as good as ~25 V/m was achieved for a sensor with a resonance frequency of 167 Hz. These promising results substantiate that this sensor is a potentially low-weight, low-cost alternative for classical field mills. The next steps will be to investigate long-term stability and environmental effects on the sensor (temperature, humidity) and, finally, installation and test in the open area during fair weather and thunderstorm activity.

How to cite: Kainz, A., Hortschitz, W., Kahr, M., Keplinger, F., and Diendorfer, G.: Microsensor for Atmospheric Electric Fields, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8562, https://doi.org/10.5194/egusphere-egu2020-8562, 2020.

EGU2020-10160 | Displays | NH1.3 | Highlight

Ionisation effects on precipitation

R.Giles Harrison, Keri Nicoll, Maarten Ambaum, Graeme Marlton, Karen Aplin, and Michael Lockwood

Cloud processes leading to rainfall generation are suspected to be influenced by droplet charge. Droplet charging is abundant, and even in layer clouds, charging of droplets readily occurs at the horizontal cloud-air boundary. Droplet charging in such circumstances is proportional to the vertical current driven through the cloud by the global electric circuit. Small global circuit variations from natural influences, such as solar modulation of cosmic rays can be used to investigate this, but an alternative is presented by artificial introduction of ionisation. The atmospheric nuclear weapons test period, which reached its peak 1962-1964, caused exceptional anthropogenic disturbance to the global circuit, through the increased ionisation from steady sedimentation of stratospheric radioactive debris.

Measurements of the vertical current Jz made at Kew Observatory near London (51°28′N, 0°19′W) were several times greater than normal during 1962-1964, as a result of the widespread extra ionisation in the lower atmosphere. At Lerwick, Shetland (60°09′N, 1°08′W) where deposition of radioactive material occurred, the atmospheric electrical parameters were strongly affected by the enhanced ionisation. To investigate tropospheric ionisation effects on local cloud processes, rainfall days at Lerwick in 1962-64 have been analysed by considering reduced and enhanced ionisation periods. During the enhanced ionisation, the Lerwick rainfall distribution shifted towards heavier rainfall and is significantly different from the rainfall distribution for reduced ionisation days; the Lerwick cloud was also significantly optically thicker during the enhanced ionisation. This contrasts with other years of the Kew record, when Jz was relatively undisturbed. Whilst the ionisation conditions of 1962-64 were exceptional, controlled methods of enhancing tropospheric ionisation by non-radioactive means - such as corona emission - may nevertheless be promising for local rainfall modification, or even geoengineering of cloud properties.

How to cite: Harrison, R. G., Nicoll, K., Ambaum, M., Marlton, G., Aplin, K., and Lockwood, M.: Ionisation effects on precipitation, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10160, https://doi.org/10.5194/egusphere-egu2020-10160, 2020.

EGU2020-1298 | Displays | NH1.3

A study of the effects of hail, snow and PM on Potential Gradient

Konstantinos Kourtidis, Athanassios Karagioras, Eleni Papadopoulou, Nikos Mihalopoulos, and Iasonas Stavroulas

We present here the study of six hail events and five snow events in Xanthi, N. Greece, on Potential Gradient (PG). All hail events occurred in the spring-summer season of the years 2011-2018. A decrease in PG has been observed which has been around 2000-3000 V/m during the three hail events which occurred concurrently with rain. In three events with no rain, the decrease has been varying between 60 and 6000 V/m. In the case of only 60 V/m drop, no concurrent drop in temperature has been observed, while for the other cases it appears that for each degree drop in temperature the drop in PG is 1000 V/m, hence it appears that the intensity of the hail event regulates the drop in PG, although we do not have hail amount measurements to validate this. Regarding snow events,  the situation is more complicated, with PG fluctuating rapidly between high positive and high negative values. We present also a preliminary study of the impact of PM1.0 and PM2.5 on PG from measurements performed during 2019. 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: Kourtidis, K., Karagioras, A., Papadopoulou, E., Mihalopoulos, N., and Stavroulas, I.: A study of the effects of hail, snow and PM on Potential Gradient, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1298, https://doi.org/10.5194/egusphere-egu2020-1298, 2020.

At about 22:43:30 BJT (Beijing Time = UTC + 8) on 13 August 2016, two amateur astronomers in Shikengkong, Guangdong province, and Jiahe County, Hunan province, respectively, fortunately captured a gigantic jet (GJ) event simultaneously and the GJ exact location could be triangulated. The parent thunderstorm was in a very humid environment [Precipitable Water (PWAT) in excess of 60 mm], featuring high convective available potential energy (CAPE) and weak 0-6 km vertical wind shear. The GJ occurred in the region with the coldest cloud top brightness temperature of −64 °C, suggesting the GJ was associated with strong vertical development of the thunderstorm. Vertical cross sections of radar reflectivity also show that the GJ occurred near the thunderstorm strong convection region as indicated by the results that a region of 25 dBZ (and 35 dBZ) in excess of the local tropopause (overshooting top in the parent thunderstorm) during a time window containing the GJ. The negative cloud-to-ground flashes dominated during the thunderstorm evolution. Three positive narrow bipolar events (NBEs) were detected within 30s before and after the GJ. It indicates that the NBEs were distributed between 11 and 13 km and occurred in the upper and middle layers of thunderstorm with radar reflectivity of 30-35 dBZ.

How to cite: Yang, J.: Analysis of a gigantic jet in southern China: morphology, meteorology, storm evolution, lightning and narrow bipolar events, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1812, https://doi.org/10.5194/egusphere-egu2020-1812, 2020.

EGU2020-3264 | Displays | NH1.3

The mineralogical, microstructural, chemical characteristics of Recently Formed Fulgurite in Kinmen, Taiwan

Meng Ting-Ju, Kuo Li-Wei, Chen Chien-Chih, Huang Wen-Jeng, and Chen Tze-Yuan

Lightning is a common high-energy phenomenon. In particular, cloud-to-ground lightning (CG lightning) generates shock wave and electrical discharge on the ground and forms the associated geological evidence including melting and shock lamella on rocks, termed fulgurites. Because lightning strikes on different protolith (cohesive or non-cohesive rocks), Pasek et al. (2012) divided the fulgurites into four types: (I) sand fulgurites, (ii) soil/clay fulgurites, (iii) calcic-soil fulgurites, and (iv) rock fulgurites. Compared with the reported fulgurites derived from non-cohesive rocks, the recognition of rock fulgurites was rare and remains unclear. Here we report the detailed characterization of rock fulgurites formed in a very recent CG lightning event with microanalytical methods including optical microscope, Field-Emission Scanning Electron Microscope (FESEM), Transmission Electron Microscope (TEM), regular and synchrotron X-ray Powder Diffraction (XRD), and Raman spectroscope. We also provide a CG lightning energy dissipation model constrained by the observed current values. The CG lightning event (the current value is ~ 162 kA) took place on granitic gneiss in Kimen county, Taiwan, on May. 7th, 2018. Our results show that the rock fulgurites were characterized with a black-to-brown thin (~10 μm in thickness) glassy crust with some vesicles covering on the host rock. Hydrous sulfates, including jarosites and gypsums, were recognized to locally deposit on fulgurites, likely suggesting the presence of hydrothermal condition in near-surface exposures after the cessation of the CG lightning. Planer deformation features derived from high pressures (up to several GPa) were found in k-feldspar located beneath the glassy crust, suggesting the presence of shock waves also on the surface. In addition, the estimated melting energy for the observed fulgurite (~20 m2 in area with the thickness of 100 μm) is much less than one one-hundredth of the observed CG lightning. It supports the previous studies that documented most of the electrical discharge was dissipated into ground. Our study establishes a reference rock fulgurites data originated from CG lighting on granitic rocks set for future on-site drilling and presents an application of these data for studies of ancient rock fulgurite relicts.

How to cite: Ting-Ju, M., Li-Wei, K., Chien-Chih, C., Wen-Jeng, H., and Tze-Yuan, C.: The mineralogical, microstructural, chemical characteristics of Recently Formed Fulgurite in Kinmen, Taiwan, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3264, https://doi.org/10.5194/egusphere-egu2020-3264, 2020.

Natural and artificial lakes are able to change the climate of their surroundings. These modifications are collectively known as lake effects and range from microscale to synoptic scale. The presence of the lake can cause negative effect on the local thunderstorm activity in summertime decreasing the convection and precipitation over lakes due to the greater stability created by the lower atmosphere and the colder surfaces of the lake [1, 2]. However, it also can have a positive impact on thundercloud generation when the temperature difference between air in 850 mb height and near earth's surface is more than 13 C causing instability in the atmosphere [3].

 

The main objective of the present study is to investigate the impact of Lake Fertő (Neusiedler See, located in Hungary and Austria) on local thunderstorm activity by applying statistical analysis on meteorological and lightning data and event studies. Data of the Blitzortung lightning location network, local meteorological data (temperature, precipitation) measured at stations around the lake, water temperature measured at Fertőrákos and temperature measured at 850 mb in Vienna station were used for the analysis. The local thunderstorm activity was investigated during summertime (May - September) in 2015, 2016 and 2017. Lightning distribution maps above and around the lake for the investigated period have been determined based on the Blitzortung data.

 

According to the lightning distribution maps we can not observe any positive impact of the lake on the lightning activity when water temperature was higher than the air temperature around the lake. Furthermore, we can not conclude that there is a clear negative effect of the lake on the lightning activity based on the lightning distribution maps when the air temperature is higher than the water temperature. Nevertheless, there are some months when it seems a clear border between the lightning activity measured above the lake and at the coast (e. g. in June and July 2015, June 2016). The negative effect also seems to appear in some cases of the investigated local individual thunderstorms, namely the thunderstorm activity is larger above the surrounding surface than directly above the lake. This seems to strengthen the hypothesis that "Deep convection is not often formed in summer above the lakes, and existing storms dissipate significantly when moving above the lakes due to the greater stability created by the lower atmosphere and the colder surfaces of the lake" [1].

 

[1] Lyons, W. A., Some effects of Lake Michigan upon sqall lines and summertime convention. Proc. 9th Conf. Great Lakes Research, Great Lakes Res. Div. Publ. No. 15, University of Michigan, 259–273, 1966

[2] Scott, R. W., & Huff, F. A. . Impacts of the Great Lakes on Regional Climate Conditions. Journal of Great Lakes Research, 22(4), 845–863., 1996

[3] Wilson, J. W. : Effect of Lake Ontario on precipitation. Mon. Wea. Rev. 105, 207–214., 1977

How to cite: Karapetyan, G. and Barta, V.: Investigation of the lake-effect on the local thunderstorm activity around the Lake Fertő, Hungary, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10387, https://doi.org/10.5194/egusphere-egu2020-10387, 2020.

The electrification of mineral sand/dust particles during aeolian processes is a well-documented phenomenon both in natural settings and in laboratory experiments. When in motion, small airborne dust particles collide with other suspended particles or impact the surface through the kinetic energy they acquire from the ambient wind. Field experiments will be conducted in conjunction with the AMEDEE-2020 Analog Mars Mission, planned for November 2020 in the Ramon Crater in southern Israel and led by the Austrian Space Forum. During SANDEE, we will deploy a portable wind-tunnel (Katra et al., 2016) at the site, and record particle movements in conditions that simulate sand storms of varying speeds. We will use local Negev desert, as well as Mars-simulant, soil samples that will be placed inside the wind-tunnel. We will measure particles' dynamic, mineralogical and electrical characteristics as they are blown by wind inside the tunnel.  A JCI 114 portable electric field detector will be used to to measure the amplification of the ambient electric field during sand movement. A vertical array of traps oriented along the wind direction will be used for sampling particles, in order to calculate the related sand fluxes and to analyze particle characteristics. The experiment will be repeated at night under dark conditions, in order to observe if light is emitted from electrified dust, due to corona discharges.

We expect that SANDEE will help decipher wind-speed/aerosol/electrical charge relationships. These have practical implications for future Mars landers, because airborne sand particles are likely to interfere with communications and also to impede the energy output of solar panels due to the electrical adhesion of charged aerosol.

How to cite: Katra, I. and Yair, Y.: The SANDEE campaign: Electrical effects during sand transport by aeolian processes in the Negev desert and implications for Mars, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20343, https://doi.org/10.5194/egusphere-egu2020-20343, 2020.

EGU2020-1788 | Displays | NH1.3

Lightning super-bolts in Eastern Mediterranean winter thunderstorms

Yoav Yair, Barry Lynn, Baruch Ziv, and Mordecai Yaffe

Superbolts are defined as lightning flashes that are a thousand times stronger than normal ones, and their occurrence is estimated to be less than 0.001% of total number of lightning on earth. The global distribution of these extremely powerful lightning flashes is remarkably different than that of regular lightning, which are concentrated in the well-known convective "chimneys" in tropical Africa, South-America and the maritime continent in South-East Asia. The physical mechanisms producing these powerful flashes remain unknown, and the puzzle is exacerbated by the fact that they are discovered mostly over oceans, in maritime winter storms.

The Mediterranean Sea is one of the most prolific regions where super-bolts occur, especially in the months November-January (Holzworth et al., 2019). We analyzed 8 years of lightning data obtained from the Israeli Lightning Detection Network (ILDN), defining a 200kA peak current threshold for superbolts. We mapped the spatial and temporal distribution of superbolts and their monthly frequency in winter season thunderstorms (DJF) in the eastern Mediterranean, and identified the meteorological and microphysical circumstances in such storms.

Our working hypothesis is that large amounts of desert dust aerosols, coming from the Sahara Desert, are ingested into maritime winter storms over the eastern Mediterranean. The large dust contributes to convective invigoration, enhanced freezing and efficient charge separation, implying that superbolts are more likely to occur in the presence of large dust. We will present the results of simulation conducted using the WRF-ELEC numerical model, and WRF with spectral bin microphysics coupled with Lynn et al.'s (2012) Dynamic Lightning Scheme (DLS) and the Lightning Potential Index (Yair et al., 2010; LPI), for selected case studies when an enhanced fraction of superbolts was observed.

 

Holzworth, R. H., McCarthy, M. P., Brundell, J. B., Jacobson, A. R., and Rodger, C. J. (2019). Global distribution of superbolts. J. Geophys. Res. Atmos., 124., doi:10.1029/2019JD030975.

Lynn, B., Y. Yair, C. Price, G. Kelman and A. J. Clark (2012). Predicting cloud-to-ground and intracloud lightning in weather forecast models. Weather and Forecasting, 27, 1470-1488, doi:10.1175/WAF-D-11-00144.1.

Yair, Y., B. Lynn, C. Price, V. Kotroni, K. Lagouvardos, E. Morin, A. Mugnai, and M. d. C. Llasat (2010). Predicting the potential for lightning activity in Mediterranean storms based on the Weather Research and Forecasting (WRF) model dynamic and microphysical fields, J. Geophys. Res., 115, D04205, doi:10.1029/2008JD010868

How to cite: Yair, Y., Lynn, B., Ziv, B., and Yaffe, M.: Lightning super-bolts in Eastern Mediterranean winter thunderstorms, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1788, https://doi.org/10.5194/egusphere-egu2020-1788, 2020.

EGU2020-13729 | Displays | NH1.3

Electrical characteristics and environmental conditions of lightning-ignited fires in the Iberian Peninsula and Mediterranean France between 2009 and 2015

Francisco J. Pérez-Invernón, Heidi Huntrieser, Sergio Soler Lopez, Francisco J. Gordillo-Vázquez, Javier Navarro-Gonzalez, Victor Reglero, Joan Montanyà, and Oscar A. van der Velde

About 5% of the wildfires in the Mediterranean basin are produced by lightning [1]. Lightning-ignited fires tend to occur in remote areas and can spread significantly before suppression. The occurrence of lightning-caused fires is closely related with intense drought periods and high temperatures [2]. Therefore, drier conditions and higher temperatures in a changing climate are expected to lead to a future increase in lightning-ignited fires occurrence. The development of a lightning-ignited fire parameterization for Earth system models arises as a necessary tool to predict the future occurrence of these extreme events and to study their impact on atmospheric chemistry.

Long Continuing Current lightning (LCC-lightning), preferable taking place in dry thunderstorms, is believed to be the main precursor of lightning-ignited fires. This was originally proposed by McEachron and Itagenguth in 1942 [3] working with laboratory sparks, which suggested that ignition by natural lightning is usually caused by a discharge having an unusual long-continuing current phase. Later in 1967 this hypothesis was confirmed by Fuquay et al. [4].

In this work, we analyse three fire databases of lightning-ignited fires in Spain, Portugal and Southern France between 2009 and 2015. Furthermore lightning measurements from the World Wide Lightning Location Network (WWLLN) and the Earth Networks Total Lightning Network (ENTLN), and land and atmospheric variables from the new ERA-5 reanalysis are combined to investigate the electrical characteristics and environmental conditions of the fires. This preliminary data analysis will be useful to set new relationships between the characteristics of thunderstorms and the initiation of wildfires. It is the first step towards the development of a detailed lightning-ignited fire parameterization for the atmospheric chemistry-climate model EMAC.

[1] Vázquez, A., and Moreno, J. M. (1998). Patterns of lightning-, and people-caused fires in peninsular Spain. International Journal of Wildland Fire, 8(2), 103-115.

[2] Pineda, N., and Rigo, T. (2017). The rainfall factor in lightning-ignited wildfires in Catalonia. Agricultural and Forest Meteorology, 239, 249-263.

[3] McEachron, K. B., and Itagenguth, J. It (1942), Effect of lightning on thin metal surfaces, AIEE Trans., 61, 559-564, 1942.

[4] Fuquay, D. M., Baughman R. G, Taylor, A. R. and Hawe, R. G. (1967). Characteristics of seven lightning discharges that caused forest fires. Journal of Geophysical Research, 72 (24).

How to cite: Pérez-Invernón, F. J., Huntrieser, H., Soler Lopez, S., Gordillo-Vázquez, F. J., Navarro-Gonzalez, J., Reglero, V., Montanyà, J., and van der Velde, O. A.: Electrical characteristics and environmental conditions of lightning-ignited fires in the Iberian Peninsula and Mediterranean France between 2009 and 2015, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13729, https://doi.org/10.5194/egusphere-egu2020-13729, 2020.

EGU2020-10796 | Displays | NH1.3

Modelling dry thunderstorm environment during a wildfire episode in Portugal

Flavio T. Couto, Maksim Iakunin, Rui Salgado, Paulo Pinto, Tânia Viegas, and Jean-Pierre Pinty

Under future climate uncertainties, a better understanding of wildfires is necessary both from physical and operational points of view, which are the goals of the CILIFO (Centro Ibérico para la Investigacion y Lucha contra Incendios Forestales) Interreg POCTEP project. Among several sources of fire ignition, lightnings are the main natural source of wildfires and an important contributor to burned areas in many regions. In 2017, devastating forest fires were reported in Portugal. The fires near Pedrógão Grande created a huge wall of flames, killing at least 60 people. The goal of this study is to discuss the atmospheric conditions that were supportive of lightning flashes to cause a fire during this event, as well as to check the possibility to correctly diagnose cloud-to-ground flashes using high resolution simulations with the non-hydrostatic atmospheric Meso-NH model. A set of meteorological data was used to validate the model results and to describe the prevailing atmospheric environment during the afternoon of 17th June 2017 over central Portugal. The Portuguese Institute for Sea and Atmosphere (IPMA) provided the data for this study. The Meso-NH model was configured in order to provide an explicit representation of the clouds and their electrical activity, through the activation of the CELLS electrical scheme. The ICE3 microphysical scheme predicts the mixing ratio of six atmospheric water categories. The Meso-NH system also includes a grid point radar diagnostic given by the total equivalent radar reflectivity, as well as a Plan Position Indicator (PPI) that is a representation mode in which sweeping cones are projected on a horizontal plane determined by scanning the atmosphere at constant elevation. The description of the electrical state of a thunderstorm is based on the monitoring of the electrical charge densities, the computation of the electric field and the production of lightning flashes. The cloud charging involves mostly the non-inductive mechanism, and both Intra-Cloud (IC) and Cloud-to-Ground (CG) flashes are considered. The CELLS scheme provides a realistic representation of the electrical properties of precipitating cloud systems. The simulation was carried out with two nested domains of 4 km and 1 km horizontal resolution. Concerning the atmospheric conditions, the dry thunderstorm environment configured a perfect scenario for the natural ignition and evolution of some fires, since lightning activity came from high-base thunderstorms with relatively dry air at lower levels favouring the evaporation of rain before it reaches the ground, as well as intense outflows. Therefore, the fires on 17th June 2017 occurred in an exceptional hot day, with fire ignitions in places with complex terrain and a favourable vegetation state producing uncontrolled wildfires. The spatial distribution of the simulated CG lightnings showed a good agreement with the lightning strokes obtained from the national lightning detection network. Besides the identification of favourable conditions for the occurrence of wildfires, this study introduces a possible application of the Meso-NH electrical scheme, namely the study of forest fire ignition by lightning strokes.

How to cite: Couto, F. T., Iakunin, M., Salgado, R., Pinto, P., Viegas, T., and Pinty, J.-P.: Modelling dry thunderstorm environment during a wildfire episode in Portugal, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10796, https://doi.org/10.5194/egusphere-egu2020-10796, 2020.

EGU2020-4872 | Displays | NH1.3

Schupy: a python package for modeling and analyzing Schumann resonances

Tamas Bozoki, Gabriella Satori, Erno Pracser, Jozsef Bor, Karolina Szabone Andre, Jesus Rodríguez-Camacho, Gergely Dalya, and Mariusz Neska

Schupy is an open-source python package aimed at modeling and analyzing Schumann resonances (SRs), the global electromagnetic resonances of the Earth-ionosphere cavity resonator in the lowest part of the extremely low frequency band (<100 Hz). Its very-first function forward_tdte applies the solution of the 2-D telegraph-equation introduced recently by Prácser et al. (2019) for a uniform cavity and is able to determine theoretical SR spectra for arbitrary source-observer configurations. It can be applied for modeling both the amplitude and phase of extraordinarily large SR-transients and the power spectral density of SRs excited by incoherently superimposed lightning strokes within an extended source region.

In this contribution, test results of planned new functionalities of the package are presented. A new function aims at removing sections of the measured data, e.g. Q-bursts, which bias spectral characteristics of  natural “background” electromagnetic noise. This way, PSD will be calculated from a sanitized time series. Other new functions are introduced for determining the spectral parameters (amplitude/intensity, frequency, Q-factor) of SR modes using different approaches, i.e., symmetrical and asymmetrical Lorentzian fitting, complex demodulation, and the weighted average method. We would like to encourage the community to join our project in developing open-source modeling and signal analyzing capacities for SR research as part of the schupy package.

 

 

How to cite: Bozoki, T., Satori, G., Pracser, E., Bor, J., Szabone Andre, K., Rodríguez-Camacho, J., Dalya, G., and Neska, M.: Schupy: a python package for modeling and analyzing Schumann resonances, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4872, https://doi.org/10.5194/egusphere-egu2020-4872, 2020.

EGU2020-13501 | Displays | NH1.3

Comparison of global lightning activity variations inferred from Q-bursts, Schumann resonances, and WWLLN-detected lightning strokes

Karolina Szabóné André, József Bór, Gabriella Sátori, Tamás Bozóki, and Péter Steinbach

Measured time series of the extremely low frequency (ELF, 3 Hz-3 kHz) band electromagnetic field can be considered as a superposition of background and transient signals. Transient signals produced by exceptionally powerful lightning strokes far from the recording station are named Q-bursts. The direction of the source lightning stroke at the recording station can be calculated using the horizontal components of the Poynting vector. The source lightning stroke can be identified in the lightning database of the World Wide Lightning Location Network (WWLLN, wwlln.net) by the matching detection time and direction calculated from ELF measurements.

Schumann resonance (SR) peaks appear at ~8Hz, ~14Hz, ~20 Hz, etc., in the spectra computed from the background ELF timeseries. SRs are natural electromagnetic resonances with wavelengths comparable to the circumference of the Earth-ionosphere waveguide. Peak amplitudes and frequencies in the resonance spectrum detected in the ELF band at any given location on the Earth depend on the distribution and intensity of the global lightning activity which excites SR.

ELF measurements are routinely performed in the Széchenyi István Geophysical Observatory (NCK, 47°38' N, 16°43' E) near Nagycenk, Hungary. Vertical electric and the horizontal magnetic components of the atmospheric electromagnetic field are monitored by the Schumann resonance recording system. In this work, we study the variation of the number of lightning strokes with high charge moment change (CMC; indicated by the number of large amplitude Q-bursts recorded at NCK) and the variation of the number of lightning strokes with large peak current (indicated by the number of WWLLN-detected energetic lightning strokes). In addition to considering the total number of WWLLN-detected lightning strokes and Q-bursts, we analyze lightning strokes occurring  only in west, south, east, and north directions from NCK, corresponding predominantly to the three main lightning producing regions of the tropical lands in America, Africa, and Indonesia as well as to the Pacific Ocean. Time variations of the number of high CMC and large peak current lightning strokes during November, 2014 are compared with time variation of the cumulative SR intensity detected at NCK station in the vertical electric field component in the same month. Similarities and differences in the time variations of the considered quantities are discussed in order to show how these indicators mirror the changing distributions of the global lightning activity.

How to cite: Szabóné André, K., Bór, J., Sátori, G., Bozóki, T., and Steinbach, P.: Comparison of global lightning activity variations inferred from Q-bursts, Schumann resonances, and WWLLN-detected lightning strokes, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13501, https://doi.org/10.5194/egusphere-egu2020-13501, 2020.

EGU2020-21858 | Displays | NH1.3

Simultaneous detection of lightning flashes by MMIA-ASIM and Colombia Lightning Mapping Array

Jesús Alberto López, Joan Montanyà, Oscar van der Velde, Ferran Fabró, Javier Navarro, Víctor Reglero, Olivier Chanrion, Torsten Neubert, Krystallia Dimitriadou, and Nikolai Østgaard

Since April 2018, the Atmosphere-Space Interactions Monitor (ASIM) has been in operation on board the International Space Station (ISS). ASIM is composed of the Modular X-and Gamma Ray Sensor (MXGS) as well as a multispectral and high resolution array of photometers and cameras, called the Modular Multispectral Imaging Array (MMIA). These instruments allow us to investigate Terrestrial Gamma-Flashes, Transient Luminous Events and their interactions with thunderstorms and lightning flashes.

The Colombia Lightning Mapping Array (COL-LMA), operational since 2017, is the first VHF range network installed and working in a tropical region, and can contribute to the electrical understanding of thunderstorms and lightning leader processes associated with high energy phenomena in the upper atmosphere.

This work employs data from the MMIA array to investigate optical emission patterns at different bands (337 nm, 180-230 nm and 777.4 nm) caused by lightning leader development and cloud-to-ground flashes, derived from the COL-LMA and LINET network respectively. All cases are also correlated with optical observation from the Lightning Imaging Sensor (LIS) on board the ISS, and the Geostationary Lightning Mapper sensor on the GOES-R satellite.

The region of study is defined by the high detection-efficiency area of the COL-LMA around the Magdalena river valley. MMIA-ASIM information since July 2019 corresponding to passes over this tropical region has been analysed.

How to cite: López, J. A., Montanyà, J., van der Velde, O., Fabró, F., Navarro, J., Reglero, V., Chanrion, O., Neubert, T., Dimitriadou, K., and Østgaard, N.: Simultaneous detection of lightning flashes by MMIA-ASIM and Colombia Lightning Mapping Array, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21858, https://doi.org/10.5194/egusphere-egu2020-21858, 2020.

A Mesoscale Convective System (MCS), consisting of three Super Cells
formed over South-east Indian, is assessed in detail with satellite and ground based
data-sets. The MCS under investigation generated a total of Ten (10) upward
electrical discharges (9 Sprites and 1 Gigantic Jet) commonly named as Transient
Luminous Events (TLEs). The TLEs were recorded from TLE observation station
located at Allahabad, India. The event occurred in the Post-Monsoon period of 2013
on October 7, during 15-23 UT hours. The MCS was spread over a region of 25000 sq.
Kilometers. A lowest cloud top temperature value of -84.7 0 C was observed in the
mature stage of the MCS, during 2130 UT hours, and the cloud top altitude was
reaching 17.6 km. The coldest cloud top region was covering an average area of
13000 sq. Km. The measured Convective Available Potential Energy (CAPE) value was
606.9 J/kg at 00 UT on 7 th October which dropped to 211 J/kg at 00 UT on 8 th
October. The mean lightning flash rate during the formation and maturity stages of
the MCS was around 46.03 min -1 . During the entire lifespan of the thunderstorm,
peak currents were found to be reaching ±400 kA. Such high electric currents,
extreme cold temperature and towering altitudes of the convective complexes show
how much a MCS is dynamically active and the TLEs which it produced are known to
electrically connect the lower atmosphere to the upper space environment.

How to cite: Moharana, S. S. and Singh, R.: Probing a post monsoon Mesoscale Convective System (MCS) and the generated Transient Luminous Events (TLEs) over Indian Region, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19407, https://doi.org/10.5194/egusphere-egu2020-19407, 2020.

Using 5 years of operational Doppler radar, cloud-to-ground lightning observations and NECP reanalysis data, this study, for the first time for such a purpose, examines the spatial and temporal characteristics of and correlations between summer storm and lightning over the Yangtze-Huaihe River Basin (YHRB), with a special emphasize on their diurnal cycles. The sub-seasonal variability of the lifetime, storm top, max reflectivity and cell-based vertical integrated liquid (VIL) water of storms are also investigated using the Storm Cell Identification and Tracking algorithm. Results show that storms over YHRB occur most frequently during the Meiyu period. Storms are largely associated with Meiyu fronts during the period and show a fast-moving speed and moderate intensity (proxies including storms top, max reflectivity and VIL). The diurnal variations of storms embedded in Meiyu front are weak. The storm intensity becomes much stronger in the post-Meiyu period due to the increased atmospheric instability. Higher occurrence frequency of CG lighting can also be found during the post-Meiyu period. The diurnal cycles of storm and CG lightning in the post-Meiyu period show a unimodal pattern with an afternoon peak corresponding to solar heating effect. An inverse correlation between the lightning numbers and the mean value of peak current (MPC) for the negative CG lightning is found during the pre-Meiyu and Meiyu periods. The diurnal variation of MPC for the negative CG lightning agrees well with the storm intensity to some extent.

How to cite: Yang, J.: The diurnal cycle of lightning and storms during the pre-Meiyu, Meiyu and post-Meiyu period over Yangtze-Huaihe River Basin, China, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12263, https://doi.org/10.5194/egusphere-egu2020-12263, 2020.

EGU2020-21927 | Displays | NH1.3

Relationship between aerosol concentration, relative humidity and atmospheric electric potential gradient in cities

Matthew Wright, James Matthews, Hugo Silva, Panida Navasumrit, Mathuros Ruchirawat, and Dudley Shallcross

The vertical atmospheric potential gradient is particularly affected by high aerosol loading in cities as the air’s conductivity is reduced through aerosol attachment of free ions. The reduction of ion concentrations decreases the conductivity and, as the air-earth current remains constant, the potential difference increases. Aerosol size distributions can be affected by the relative humidity dependent on the aerosol hygroscopicity, if an aerosol is sufficiently hygroscopic, it will grow as humidity increases. As larger aerosols are, in principle, more prone to effectively scavenge ions, an increase in relative humidity may increase the size of hygroscopic aerosols, decrease ion concentrations and hence increased measured potential gradient. Measurements of atmospheric potential gradient in Lisbon, Portugal, demonstrated an increase in potential gradient associated with increasing relative humidity (in the range 60-90%), mainly for wind directions corresponding to marine air.

A JCI 131 field mill (Chilworth) and Maximet 500 (Gill) weather station were positioned on the roof of the University of Bristol School of Chemistry between May and September 2016. Particle number concentration was determined using a condensation particle counter (TSI 3010) with an upper limit of 10,000 particles cm-3. A dilution system was put in place to increase this range to 14,000 cm-3. The same field mill and weather station were used in Thailand. Measurements at 1 Hz (averaged to 1-minute samples) were taken on the roof of a 6-floor building, approximately 100 m from a busy toll road in Lak Si, northern Bangkok. Aerosol concentrations were taken with a Condensation Particle Counter (Grimm Aerosol Technik) at the same height. The measurement period began on March 8th 2018 after which there were 8 weeks of particle number count data.

In the Bristol measurement between 50% and 80% relative humidity, the median potential gradient increased, but above this it sharply decreases, which may be due to disturbed weather at the highest humidities. Initial analysis of the relationship between relative humidity and potential gradient in Bangkok shows a decrease in median potential gradient as relative humidity increases. This may be due to a large proportion of traffic related aerosol which could be less hygroscopic, but the potential for effects of disturbed weather and traffic to mask hygroscopic effects will be considered.

How to cite: Wright, M., Matthews, J., Silva, H., Navasumrit, P., Ruchirawat, M., and Shallcross, D.: Relationship between aerosol concentration, relative humidity and atmospheric electric potential gradient in cities , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21927, https://doi.org/10.5194/egusphere-egu2020-21927, 2020.

EGU2020-6967 | Displays | NH1.3

Assessing the relationship between the TGF durations and the onset times of the TGFs and the main optical pulses as detected by ASIM

Chris Alexander Skeie, Nikolai Østgaard, Ingrid Bjørge-Engeland, Andrey Mezentsev, Torsten Neubert, Victor Reglero, Martino Marisaldi, Pavlo Kochkin, Nikolai Lehtinen, David Sarria, Carolina Maiorana, Anders Lindanger, Kjetil Ullaland, Georgi Genov, Matthias Heumesser, Freddy Christiansen, and Olivier Chanrion

Using the Modular X- and Gamma-ray Sensor (MXGS) and the Modular Multi-spectral Imaging Array (MMIA) of the Atmosphere-Space Interactions Monitor (ASIM), we investigate the time sequence of the Terrestrial gamma-ray flashes and the optical emissions from the associated lighting. A common observation in the ASIM data is that the TGFs are observed before or during a weak increase in the optical signals in 337 nm and 777.4 nm, and prior to- or at the onset of the main optical pulse. Using data from the MXGS and MMIA instruments for the period from April 2019, we assess the time sequence and the relationship between the observed TGF duration and the time between the onset of the TGF and the onset of the main optical pulse, with a relative timeing uncertainty of +/- 5 µs. The data prior to April 2019 is presented in Bjørge-Engeland et al.

How to cite: Skeie, C. A., Østgaard, N., Bjørge-Engeland, I., Mezentsev, A., Neubert, T., Reglero, V., Marisaldi, M., Kochkin, P., Lehtinen, N., Sarria, D., Maiorana, C., Lindanger, A., Ullaland, K., Genov, G., Heumesser, M., Christiansen, F., and Chanrion, O.: Assessing the relationship between the TGF durations and the onset times of the TGFs and the main optical pulses as detected by ASIM, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6967, https://doi.org/10.5194/egusphere-egu2020-6967, 2020.

EGU2020-8157 | Displays | NH1.3

Lightning optical context associated with ASIM TGFs

Andrey Mezentsev, Nikolai Østgaard, Martino Marisaldi, Pavlo Kochkin, Torsten Neubert, Olivier Chanrion, Matthias Heumesser, Victor Reglero, Freddy Christiansen, Georgi Genov, and Kjetil Ullaland

Launched and installed at the International Space Station in April 2018, the Atmosphere-Space Interactions Monitor (ASIM) provides science data since June 2018. Suite of onboard instruments contains optical and high energy detectors payloads. Modular Multi-spectral Imaging Array (MMIA) includes three photometers (180-240 nm, 337 nm and 777.4 nm) sampling at 100 kHz, and two cameras (337 nm and 777.4 nm) sampling at 12 Hz. It allows for lightning and transient luminous events (TLEs) observations during the orbital eclipses. The Modular X- and Gamma-ray Sensor (MXGS) detects X- and Gamma-ray photons, and is dedicated to detection of Terrestrial Gamma-ray Flashes (TGFs). The mutual relative timing accuracy between MXGS and MMIA is as good as +/- 5 µs.

 

TGFs are known to be associated with the +IC lightning discharges. ASIM provides a unique possibility for simultaneous observations of TGFs together with the underlying optical activity inside the thundercloud. In this contribution we summarize the almost two years of ASIM observations to make an overview of the various optical contexts accompanying the TGF production.

How to cite: Mezentsev, A., Østgaard, N., Marisaldi, M., Kochkin, P., Neubert, T., Chanrion, O., Heumesser, M., Reglero, V., Christiansen, F., Genov, G., and Ullaland, K.: Lightning optical context associated with ASIM TGFs, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8157, https://doi.org/10.5194/egusphere-egu2020-8157, 2020.

EGU2020-7113 | Displays | NH1.3

Time sequence of TGFs and optical pulses detected by ASIM

Ingrid Bjørge-Engeland, Nikolai Østgaard, Chris Alexander Skeie, Andrey Mezentsev, Torsten Neubert, Victor Reglero, Martino Marisaldi, Pavlo Kochkin, Nikolai Lehtinen, David Sarria, Carolina Maiorana, Anders Lindanger, Kjetil Ullaland, Georgi Genov, Freddy Christiansen, Olivier Chanrion, and Matthias Heumesser

In 2018, the Atmospheric Space Interactions Monitor (ASIM) was launched and mounted onboard the Columbus module of the International Space Station (ISS). Using data from the Modular X- and Gamma-Ray Sensor (MXGS) and the Modular Multispectral Imaging Array (MMIA), we investigate the time sequence of the TGFs detected by MXGS and the optical pulses detected by the MMIA. The optical pulses are observed in the 337 nm and 777.4 nm, and the X- and gamma-rays are detected by the High Energy Detector of MXGS, which is sensitive to energies from 300 keV to more than 30 MeV. We will also look into the TGF duration and any correlation with the time between the TGFs and the main optical signals. The data used is from June 2018 (shortly after mounting on the Columbus module) until the end of March 2019, when the relative timing uncertainty between the two instruments was +/- 80 us. The data after this is presented in Skeie et al.

How to cite: Bjørge-Engeland, I., Østgaard, N., Skeie, C. A., Mezentsev, A., Neubert, T., Reglero, V., Marisaldi, M., Kochkin, P., Lehtinen, N., Sarria, D., Maiorana, C., Lindanger, A., Ullaland, K., Genov, G., Christiansen, F., Chanrion, O., and Heumesser, M.: Time sequence of TGFs and optical pulses detected by ASIM, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7113, https://doi.org/10.5194/egusphere-egu2020-7113, 2020.

EGU2020-5363 | Displays | NH1.3 | Highlight

Ocean acidification may be increasing the intensity of lightning over the oceans

Mustafa Asfur, Jacob Silverman, and Colin Price

The anthropogenic increase in atmospheric CO2 is not only considered to drive global warming, but also ocean acidification. Previous studies have shown that acidification will affect many aspects of carbon uptake and release in the surface water of the ocean through increased primary productivity and decreased biogenic calcification and CaCO3 dissolution. In this report we present a potential novel impact of acidification on the flash intensity of lightning discharged into the oceans. Our experimental results show that a decrease in ocean pH corresponding to the predicted increase in atmospheric CO2 according to the IPCC RCP 8.5 worst case emission scenario will increase the Lightning Flash Intensity (LFI) by ca. 30% by the end of the 21st century relative to 2000. This increase in LFI may have broader implications for the atmospheric NOx production and precipitation as well as the atmospheric ozone budget (O3 and N2O production). In turn, these feedback processes may impact both marine and terrestrial biological uptake of carbon that should be considered in global carbon and climate models.

How to cite: Asfur, M., Silverman, J., and Price, C.: Ocean acidification may be increasing the intensity of lightning over the oceans, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5363, https://doi.org/10.5194/egusphere-egu2020-5363, 2020.

EGU2020-9975 | Displays | NH1.3 | Highlight

Precision Lightning Imaging with LOFAR

Olaf Scholten, Brian Hare, Alex Pel, Antonio Bonardi, Stijn Buitink, Arthur Corstanje, Heino Falcke, Tim Huege, Joerg Hoerandel, Godwin Krampah, Pragati Mitra, Katie Mulrey, Anna Nelles, Hershal Pandya, Joerg Rachen, Laura Rossetto, Gia Trinh, Sander Veen, ter, and Tobias Winchen

We report on the improvements of our lightning imaging technique over what was reported in Hare2019, where we map lightning in 3D using timing obtained from the cross-correlation of the signals from antenna pairs in broadband VHF (30 — 80 MHZ). We use the infrastructure offered by LOFAR (LOw Frequency Array), a software radio telescope.

The infrastructure of LOFAR allows us to use a large number of simple dual-polarized dipole antennas arranged in stations of 48 antennas with a diameter of about 60m. We limit ourselves to the use of the Dutch stations only, which gives us baselines of up to 100 km. The data are sampled at 200 MHz giving 5 nanoseconds time between samples. We use LOFAR in the mode where it saves the full time-series spectra for five seconds for every antenna in the array. Upon a trigger, the data for all Dutch stations is stored for later off-line processing.

In imaging a flash our bottleneck is to handle the confusion limit. Because of the high density of sources, pulses that are detected in one time-order in the first antenna may have changed order in a second that is at an appreciable distance from the first. The pulse density where this problem surfaces depends on the imaging technique. In our new imaging method we use an approach inspired by the Kalman-filter technique. In the presentation the new technique will be explained. This allows us to obtain a larger number of located sources as compared to the approach used in Hare2019 (sometimes as much as three times as many) which allows for a more detailed analysis of small structures seen in lightning.

To show the strength of the new technique we show some images of positive and negative leader development as well as a return stroke.

 

Hare2019:  B. Hare et al., Nature 568, 360–363 (2019).

How to cite: Scholten, O., Hare, B., Pel, A., Bonardi, A., Buitink, S., Corstanje, A., Falcke, H., Huege, T., Hoerandel, J., Krampah, G., Mitra, P., Mulrey, K., Nelles, A., Pandya, H., Rachen, J., Rossetto, L., Trinh, G., Veen, ter, S., and Winchen, T.: Precision Lightning Imaging with LOFAR, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9975, https://doi.org/10.5194/egusphere-egu2020-9975, 2020.

EGU2020-10888 | Displays | NH1.3

Hisparc cosmic ray detector’s response to heavy rain

Alexander P. J. van Deursen, David Fokkema, Kasper van Dam, and Bob van Eijk

Cosmic ray particles have extreme energies, 1016 eV/nucleon and up. Upon arrival at the higher atmosphere and collisions with the gas molecules there, the cosmic ray particles convert into an cascade of different secondary particles that finally arrive at soil level in the form of an extensive air shower (EAS): high-energy gamma’s, electrons and muons. In the HIgh School Project on Astrophysics Research with Cosmics (Hisparc, www.hisparc.nl) about 100 EAS detector stations are distributed over the Netherlands and several neighboring countries. These stations are mostly placed on the roof of secondary schools, where they have been built by pupils to attract them towards STEM studies.

Each station consists of two or four detectors with 0.5 m2 plastic scintillator plates to record the passage of the EAS. At coincidence, the scintillator signals are individually recorded, accurately timed with GPS. All data are sent to and collected at the NIKHEF institute (www.nikhef.nl) and made available (open-access) for further analysis by pupils and scientists.

The sensitivity of the detectors is commonly adjusted such that each detector records a few hundred hits per second. The number of coincidences within 1.5 μs is then about 1 in 3 seconds, in part due to an actual EAS, in part due to random local radioactive processes.

During intense rainfall of a particular summer storm several two-detector systems recorded an increase in the coincidence frequency of up to a factor of 7. When comparing different stations we could follow the associated storm front moving northwards over NL. Within the coincidence interval of 1.5 μs the increased individual signals of both detectors were evenly distributed. Actual EAS signals tend to be synchronous to within 100 ns. We therefor attribute the increase to random signals. As possible source we suggest gamma radiation due to radon daughters in the atmosphere that are washed out by the rain and accumulate on the roof close to the detectors. The delay between rain and signal increase is noted and in accordance with the washing process time.

How to cite: van Deursen, A. P. J., Fokkema, D., van Dam, K., and van Eijk, B.: Hisparc cosmic ray detector’s response to heavy rain, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10888, https://doi.org/10.5194/egusphere-egu2020-10888, 2020.

EGU2020-12804 | Displays | NH1.3 | Highlight

ASIM - Fermi - AGILE simultaneous observation of Terrestrial Gamma-ray Flashes

Martino Marisaldi, Andrey Mezentsev, David Sarria, Anders Lindanger, Nikolai Østgaard, Torsten Neubert, Victor Reglero, Pavlo Kochkin, Nikolai Lehtinen, Carolina Maiorana, Chris Alexander Skeie, Ingrid Bjørge-Engeland, Kjetil Ullaland, Georgi Genov, Freddy Christiansen, Hugh Christian, Samer Al Nussirat, Michael Briggs, Alessandro Ursi, and Marco Tavani

The Atmosphere Space Interaction Monitor (ASIM) mission onboard the International Space Station is the first mission specifically dedicated to the observation of Terrestrial Gamma-ray Flashes (TGF) and Transient Luminous Events (TLE). ASIM, together with the Fermi and AGILE satellites, are the only three currently operating missions capable to detect TGFs from space. Depending on orbital parameters, pairs of these missions periodically get closer than few hundreds kilometers, observing the same region on the Earth surface for up to several tens of seconds. This offers the unique chance to observe the same TGF from two different viewing angles. Such observations allow to probe the TGF production geometry and possibly put constraints on production models and electric field geometry at the source.

Here we present four TGFs detected by ASIM and simultaneously detected by Fermi (three events) or AGILE (one event) in the period June 2018 - November 2019. We present location data, light curves, and possible constraints to emission geometry based on coupled observations and Monte Carlo simulations. 

How to cite: Marisaldi, M., Mezentsev, A., Sarria, D., Lindanger, A., Østgaard, N., Neubert, T., Reglero, V., Kochkin, P., Lehtinen, N., Maiorana, C., Skeie, C. A., Bjørge-Engeland, I., Ullaland, K., Genov, G., Christiansen, F., Christian, H., Al Nussirat, S., Briggs, M., Ursi, A., and Tavani, M.: ASIM - Fermi - AGILE simultaneous observation of Terrestrial Gamma-ray Flashes, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12804, https://doi.org/10.5194/egusphere-egu2020-12804, 2020.

EGU2020-16206 | Displays | NH1.3

Energy spectrum from single TGFs detected by ASIM

Anders Lindanger, Martino Marisaldi, Nikolai Østgaard, Andrey Mezentsev, Torstein Neubert, Victor Reglero, Pavlo Kochkin, Nikolai Lehtinen, David Sarria, Brant E. Carlson, Carolina Maiorana, Chris Alexander Skeie, Ingrid Bjørge-Engeland, Kjetil Ullaland, Georgi Genov, Freddie Christiansen, and Christoph Köhn

Terrestrial Gamma-ray Flashes (TGFs) are sub milliseconds 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.

We strive to put stricter constraints on the production altitude and beaming geometry, by comparing Monte Carlo simulations to energy spectra from single ASIM TGFs. We will present the dataset and method, including the correction for instrumental effects, and preliminary results on individual TGFs.

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 spacecrafts capable of detecting TGFs. ASIM has detected over 550 TGFs up to date (January 2020), and ~115 have more than 100 counts. This allows for a large sample for individual spectral analysis.

References:

How to cite: Lindanger, A., Marisaldi, M., Østgaard, N., Mezentsev, A., Neubert, T., Reglero, V., Kochkin, P., Lehtinen, N., Sarria, D., Carlson, B. E., Maiorana, C., Skeie, C. A., Bjørge-Engeland, I., Ullaland, K., Genov, G., Christiansen, F., and Köhn, C.: Energy spectrum from single TGFs detected by ASIM , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-16206, https://doi.org/10.5194/egusphere-egu2020-16206, 2020.

EGU2020-16383 | Displays | NH1.3

High-energy radiation from natural lightning observed in coincidence with a VHF Lightning Interferometer

Michele Urbani, Joan Montanyà, Oscar Van der Velde, and Jesús Alberto López

In the last two decades, it has been discovered that lightning strikes can emit high-energy radiation.
In particular, a phenomenon has been observed from space called "Terrestrial Gamma-ray Flash'' (TGF), which consists of an intense burst of gamma radiation that can be produced during thunderstorms. This phenomenon has met with considerable interest in the scientific community and its mechanism is still not fully understood. Nowadays several satellites for astrophysics like AGILE and FERMI are able to detect and map TGFs and specific instruments like the ASIM detector on the ISS are studying this phenomenon from space.
In the atmosphere, the high-energy radiation undergoes a strong absorption exponentially proportional to the air density which makes it more difficult to detect TGFs on the ground. Nonetheless, ground measurements were conducted and observed that even in cloud-to-ground lightning high-energy radiation were produced. In particular, the works of Moore et al. [2001] and Dwyer et al. [2005] highlight two lightning processes in which the X-ray emission could be produced: downward negative stepped leader and dart leader. Currently, it is not clear if the emissions revealed on the ground and the TGFs observed in space are essentially the same phenomenon or how these phenomena are related. For these reasons, it is particularly interesting to study high-energy emissions also from ground instruments because, despite the strong absorption of the high-energy radiation, ground observations can reach a better accuracy in time and space and provide crucial information to investigate the origin and conditions under which these emissions occur.
A privileged instrument for this research is the VHF Lightning Interferometer, a system of antennas that allows you to map lightning through the very high frequency (VHF) emission. Due to the high resolution of this instrument, should be possible to locate the origin of the high-energy emissions and hopefully provide a better understanding of the radiation mechanism.
The aim of this research is, therefore, to develop a 3D interferometry system to identify as accurately as possible the origin and the conditions in which the X-ray emission occurs in cloud-to-ground lightning and investigate the relation of the VHF emissions with the TGFs.
Recently an observation campaign was conducted in Colombia with two VHF Lightning Interferometers and two X-rays detectors. This interferometry system was installed in the coverage area of a Lightning Mapping Array (LMA) and LINET to take advantage of the complementary information that these lightning location networks could provide. At the moment, about 15 lightning events with X-ray emissions were observed, including five X-ray bursts from downward negative leaders and two emissions from dart leaders. Further studies and analysis of the collected data are still ongoing.

How to cite: Urbani, M., Montanyà, J., Van der Velde, O., and López, J. A.: High-energy radiation from natural lightning observed in coincidence with a VHF Lightning Interferometer, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-16383, https://doi.org/10.5194/egusphere-egu2020-16383, 2020.

EGU2020-17075 | Displays | NH1.3

The energetic electron instrument (IDEE) onboard the TARANIS spacecraft to search lightning-connected energetic electron populations

Lubomir Prech, Pierre-Louis Blelly, Pierre Devoto, Jean-Andre Sauvaud, Kingwah Wong, Guillaume Orttner, Nathalie Baby, and Ivo Cermak

TARANIS (Tool for the Analysis of RAdiations from lightNIngs and Sprites) is a French CNES microsatellite dedicated to the study of the impulsive energy transfer between the Earth’s atmosphere and the space environment as widely observed above the active thunderstorm regions. After years of development and testing, the satellite is approaching to its launch (expected in June 2020). The comprehensive satellite scientific payload incorporates optical, field, and particle sensors including the energetic electron instrument (IDEE) with very high sensitivity and time resolution. Its main scientific tasks are: to measure high resolution energetic electron spectra (70 keV to 4MeV) and pitch angle distributions, to separate upward accelerated electrons and downward precipitated electrons, to detect burst of electrons associated with Terrestrial Gamma ray Flashes, to identify Lightning-induced Electron Precipitation (LEP), and to provide alert signals about high-energy electron bursts to other TARANIS experiments.  The aim of this contribution is to describe the final design and expected performance of the IDEE experiment, including the data products. We also want to show how we are going to enhance the today’s scientific knowledge of the thunderstorm related phenomena in synergy with other ground-based and space-born experiments.

How to cite: Prech, L., Blelly, P.-L., Devoto, P., Sauvaud, J.-A., Wong, K., Orttner, G., Baby, N., and Cermak, I.: The energetic electron instrument (IDEE) onboard the TARANIS spacecraft to search lightning-connected energetic electron populations, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-17075, https://doi.org/10.5194/egusphere-egu2020-17075, 2020.

EGU2020-8313 | Displays | NH1.3

HO2 enhancements due to sprite discharges - observations and model simulations

Holger Winkler, Takayoshi Yamada, Yasuko Kasai, and Justus Notholt

We present first observational evidences of an HO2 production in the mesosphere above sprite‐producing thunderstorms derived from low‐noise SMILES (Submillimeter-Wave Limb-Emission Sounder) observation spectra in relation with sprite detections by the ISUAL (Imager of Sprites and Upper Atmospheric Lightning) instrument. Three events were identified with enhanced HO2 levels of approximately 1025 molecules at altitudes of 75-80 km a few hours after sprite occurrence. These first direct observations of chemical sprite effects are compared to results of plasma chemistry model simulations of electrical discharges in the mesosphere, and processes which can lead to an increase of mesospheric HO2 on timescale of a few hours after a sprite event are analysed.

How to cite: Winkler, H., Yamada, T., Kasai, Y., and Notholt, J.: HO2 enhancements due to sprite discharges - observations and model simulations, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8313, https://doi.org/10.5194/egusphere-egu2020-8313, 2020.

EGU2020-19238 | Displays | NH1.3

Leader discharge stepping in dry and humid air

Alejandro Malagón-Romero and Alejandro Luque

Long spark discharges of about one meter and natural lightning show a polarity asymmetry.  While positive discharges propagate continuously, negative discharges propagate in a stepped manner. This stepped propagation is mediated by the so-called space stem, an isolated region in the streamer corona of depleted electron density and enhanced electric field. Kostinskiy et al. 2018 [1] reported the stepping of positive leaders under high humidity conditions and Malagón-Romero et al. 2019 [2] showed that positive leader steps, if they exist, would be shorter and thus harder to observe in experiments. 

In this work we present the results of our simulations for the evolution of a space stem precursor [2] under dry and humid air conditions. These results show that the presence of water molecules enhances the electric field and the heating rate of the space stem, reaching 2000 K considerably faster than in dry air. This could make feasible the stepping of positive leader discharges under high humidity conditions as observed by Kostinskiy et al. 2018 [1].

 

[1] Kostinskiy, A. Y., Syssoev, V. S., Bogatov, N. A., Mareev, E. A., Andreev, M. G., Bulatov, M. U., & Rakov, V. A. (2018). Abrupt elongation (stepping) of negative and positive leaders culminating in an intense corona streamer burst: Observations in long sparks and implications for lightning. Journal of Geophysical Research: Atmospheres, 123, 5360–5375.

[2] Malagón-Romero, A., & Luque, A. (2019). Spontaneous emergence of space stems ahead of negative leaders in lightning and long sparks. Geophysical Research Letters, 46, 4029–4038. https://doi.org/10.1029/ 2019GL082063

How to cite: Malagón-Romero, A. and Luque, A.: Leader discharge stepping in dry and humid air, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19238, https://doi.org/10.5194/egusphere-egu2020-19238, 2020.

EGU2020-19506 | Displays | NH1.3 | Highlight

Scattering of lightning optical radiation by complex, inhomogeneous clouds

Alejandro Luque Estepa, Francisco José Gordillo-Vázquez, Dongshuai Li, Alejandro Malagón-Romero, Sergio Soler, Francisco Javier Pérez-Invernón, Olivier Chanrion, Matthias Heumesser, and Torsten Neubert

Lightning flashes emit intense optical radiation that can be detected from space. Several space missions work by observing this light in order to investigate lightning, thunderstorms, and other phenomena closely associated to them such as Transient Luminous Events (TLEs) and Terrestrial Gamma-ray Flashes (TGFs).

In its path towards a satellite-borne observing device, the optical radiation emitted by a flash is scattered many times by the droplets and ice crystals in the cloud. The detected signal is thus shaped by and contains information about the cloud geometry and composition. This is particularly relevant for instruments with a high spatial resolution such as the cameras in the Modular Multispectral Imaging Array (MMIA), which is part of the Atmosphere-Space Interactions Monitor (ASIM) currently onboard the International Space Station. These cameras provide images of lightning-illuminated cloud tops with a resolution of about 400 m.

We present a numerical code that can simulate light scattering in clouds with complex geometries and location-dependent droplet density and effective radius. The cloud geometry is specified by a number of elementary shapes (e.g. spheres and cylinders) that can be linearly deformed as well as combined by set operations such as unions, intersections and subtractions. The cloud composition can be specified by arbitrary functions. Designed to aid in the interpretation of satellite images, the code simulates spatially resolved observations from an arbitrary viewpoint. Some examples and applications of this tool will be discussed.

How to cite: Luque Estepa, A., Gordillo-Vázquez, F. J., Li, D., Malagón-Romero, A., Soler, S., Pérez-Invernón, F. J., Chanrion, O., Heumesser, M., and Neubert, T.: Scattering of lightning optical radiation by complex, inhomogeneous clouds, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19506, https://doi.org/10.5194/egusphere-egu2020-19506, 2020.

Multi-band observation of transient luminous events (TLEs) is one of the useful methodologies to be employed in sprite campaigns. Here, we show a method to estimate the Boltzmann vibrational temperature of N2 (B3Πg) by analyzing the 630nm-filtered, N2 1P-filtered and 762 nm-filtered images of TLEs. Our advanced method is validated in compassion with derived relative vibrational distributions by sprite spectrum (Kanmae et al., 2007). The imager recorded N2 1P-filtered emission (I1P,  623 – 754 nm) of TLEs indicates the intensity of N2 1P Δv=3 and partial with Δv=2 where dominated emissions with upper state vibrational number v=4, 5 and 6, i.e., N2 1P (4, 2), (4, 1), (5, 2) and (6, 3). The imager recorded 630 nm-filtered emissions (I630) were contributed primarily from N2 1P (10, 7) with v=10 while N2 1P (3, 1) for 762 nm-filtered emissions (I762) with v=3. Hence, we calculated the emission ratios of I630 to I1P, I630 to I762 and I762 to I1P. The emission ratios of I630 to I1P, I630 to I762 and I762 to I1P  also reflect the relative vibrational distributions of vibrational levels with LOW v=3 (I762), MIDDLE v=4, 5, 6 (I1P,  623 – 754 nm), and HIGH v=10 (I630). Therefore, we use the Boltzmann temperature for indicating the relative vibrational distributions of the specified group (LOW/MIDDLE/HIGH) of N2 (B3Πg) vibrational levels. For ISUAL recorded sprites, the average brightness of N2 1P (I1p), 762 nm (I762) and 630 nm (I630) emission was 2.3, 0.6 and 0.02 MR. The N2 (B3Πg) vibrational temperatures (Tv) were estimated to be 2800 K, 3200 K and 4300 K for multi-band emission ratios of I630/ I1p, I630/ I762 and I762/ I1p. For observed elves, the average brightness I1p, I762 and I630 were 170, 50 and 3 kR. The estimated Tv values were 3700 K, 3700 K and 3800 K for ratios I630/ I1p, I630/ I762 and I762/ I1p. For observed gigantic jets, the derived Tv values were 3000 – 5000 K for a ratio I762/ I1p. Through N2 (B3Πg) Tv analyses from emission ratios of ISUAL multi-band observation, we derived the N2 (B3Πg) vibrational temperature that ranges between 3000 and 5000 K or higher in TLEs. Accuracy and variations of derived N2 (B3Πg) Tv are also discussed while the relative population of vibrational levels in the Boltzmann equilibrium are also compared with past spectra observation. The details are shown in the publication (https://doi.org/10.1029/2019JA027311).

How to cite: Kuo, C. L. and the ISUAL Science Team: Estimating Boltzmann vibrational temperature of N2 (B^3Pi_g) using ISUAL 630nm, N2 1P (623-754 nm) and 762 nm-filtered imager data, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4333, https://doi.org/10.5194/egusphere-egu2020-4333, 2020.

EGU2020-20065 | Displays | NH1.3

Analysis of sprite events during small-scale winter thunderstorms in northern Europe

Andrea Pizzuti, Serge Soula, Janusz Mlynarczyk, Alec Bennett, and Martin Fullekrug

Lightning occurrence throughout Europe is at a minimum in winter and mostly confined around the coastlines of the Mediterranean. Limited extent winter thunderstorms at higher latitudes are nevertheless found to produce intense CG strokes that may result in short-lived optical phenomena above thunderstorms in the region between the stratosphere and the lower ionosphere that are collectively referred to as transient luminous events (TLEs). Recent examples of sprite observations have been reported in northern Europe, at latitudes larger than about 49N, during very low flash-rate and small-scale winter storms. This study focuses on the characteristics of the sprite-producing strokes and the context in which they occurred. The sprite parent strokes are identified through the Météorage lightning detection network, providing additional information on the polarity and the peak current. A further characterization of the electromagnetic signal associated with these events is performed combining data from a series of quasi-electrostatic lightning sensors deployed in UK, a wideband ELF-VLF-LF radio receiver at the University of Bath (UK) and an ELF station in Poland, used for the calculations of the related current moment waveform (CMW) and charge moment change (CMC). The characteristics of the thunderstorm, as the cloud top temperature (CTT), the size and the meteorological context, are considered in order to better understand the conditions leading to the observed events.

How to cite: Pizzuti, A., Soula, S., Mlynarczyk, J., Bennett, A., and Fullekrug, M.: Analysis of sprite events during small-scale winter thunderstorms in northern Europe, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20065, https://doi.org/10.5194/egusphere-egu2020-20065, 2020.

EGU2020-21051 | Displays | NH1.3

Evaluation of noninductive charging mechanisms and simulation of charge characteristic structure in the early thunderstorm based on RAMSV6.0

Li Wanli

EGU2020-22263 | Displays | NH1.3

Analysis of the lightning flashes associated with very large and luminous sprites in Western Europe

Serge Soula, Janusz Mlynarczyk, Andrea Pizzuti, Stéphane Pedeboy, Eric Gonneau, Zaida Gomez Kuri, Oscar van der Velde, Joan Montanya, Thomas Farges, Martin Fullekrug, Alec Bennet, Daniel Boyer, and Alain Cavaillou

During the last decade, a large number of sprites were observed thanks to low-light video cameras located in southern France, especially at Pic du Midi (2877 m) in the Pyrénées mountain range and at the Albion Plateau (1000 m) in the south-east of France. Sprites are Transient Luminous Events (TLEs) consisting of streamer discharges, that develop at the base of the ionosphere and whose structure, size and brightness are very variable according to the density and the dynamics of these streamers. The largest type is called jellyfish or « A-bomb » sprite, and it corresponds generally to a very impulsive return stroke. Among more than 3000 sprite events in the database, we selected a few cases with large size and very strong light emission. The goal is to determine the characteristics of the flashes that produced them and the storm context in which they occurred. Thus, we analyse the video imagery, the thundercloud structure, the current moment waveform of the lightning strokes, the radiations at various frequencies from the lightning flash. We show that such very bright sprites can occur above thunderstorms at any period of the year. The favourable conditions for their production seem to be stationary thunderstorms and one case of storm produced five of them. All cases of these sprite events are associated with a halo and they are produced with a very short delay after strong positive cloud-to-ground strokes. The peak current of these strokes is about 150 kA in average and their iCMC values can reach close to 2000 C km. The leader processes and the stroke location in the thundercloud are analysed in detail for some cases.

How to cite: Soula, S., Mlynarczyk, J., Pizzuti, A., Pedeboy, S., Gonneau, E., Gomez Kuri, Z., van der Velde, O., Montanya, J., Farges, T., Fullekrug, M., Bennet, A., Boyer, D., and Cavaillou, A.: Analysis of the lightning flashes associated with very large and luminous sprites in Western Europe, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22263, https://doi.org/10.5194/egusphere-egu2020-22263, 2020.

In an article by Kostinskiy et al. (2019) proposed the mechanism of the origin and development of lightning from initiating event to initial breakdown pulses (termed the Mechanism). The Mechanism assumes initiation occurs in a region of a thundercloud of 1 km3 with electric field E > 0.3-0.4 MV/(m∙atm), which contains, because of turbulence, numerous small “Eth-volumes” of 0.001 m3 with E ≥ 3 MV/(m∙atm). The Mechanism allows for lightning initiation by two observed types of initiating events: a high power VHF event called an NBE (narrow bipolar event or CID), or a weak VHF event. According to the Mechanism, both types of initiating events are caused by a group of relativistic runaway electron avalanche particles passing through many of the Eth-volumes, thereby causing the nearly simultaneous launching of many positive streamer flashes.

This report describes the method for the numerical calculation of the volume phase wave of ignition of streamer flashes in the turbulent region of a thundercloud, which is initiated by secondary particles of a extensive air shower (EAS).  The lateral distribution of energetic electrons and positrons, which are created by cosmic particles with an energy ε> 1015 eV, is described by the equation Nishimura-Kamata-Greizen (Kamata & Nishimura, 1958). When an EAS enters an electric field with an intensity of E> 400 kV /(m∙atm), which supports the movement of streamers, the electron runaway mechanism  is sure to start working (runaway threshold E> 280 kV/ (m∙atm), Dwyer, 2010). Each secondary electron and positron EAS initiates an avalanche of runaway electrons. The radial distribution of each avalanche was calculated in the diffusion approximation using the Dwyer-Babich approximation formulas (Dwyer, 2010; Babich & Bochkov, 2011). The model considered the effect of electrons of each such avalanche on the entire volume of a strong electric field.

The calculation showed that the EAS-RREA mechanism of almost simultaneous volumetric initiation of multiple streamer flashes can provide such NBE (CID) parameters as current and charge transfer at observation heights of 5–20 km above sea level.

References

Babich, L.P., Bochkov, E.I. (2011). Deterministic methods for numerical simulation of high-energy runaway electron avalanches. Journal of Experimental and Theoretical Physics, 112(3), 494–503, doi: 10.1134/S1063776111020014.

Dwyer, J. R. (2010), Diffusion of relativistic runaway electrons and implications for lightning initiation, J. Geophys. Res., 115, A00E14, doi:10.1029/2009JA014504.

Kamata, K., & Nishimura, J. (1958). The lateral and the angular structure functions of electron showers. Progress of Theoretical Physics Supplement, 6, 93. https://doi.org/10.1143/PTPS.6.93

Kostinskiy, A. Yu., Marshall, T.C., Stolzenburg, M. (2019), The Mechanism of the Origin and Development of Lightning from Initiating Event to Initial Breakdown Pulses, arXiv:1906.01033

Raizer Yu. (1991), Gas Discharge Physics, Springer-Verlag, 449 p.

How to cite: Vlasov, A., Fridman, M., and Kostinskiy, A.: Method for the numerical calculation of the mechanism of the origin the NBE (CID) due to the volume phase wave of synchronous ignition of streamer flashes by EAS-RREA , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22461, https://doi.org/10.5194/egusphere-egu2020-22461, 2020.

EGU2020-5707 | Displays | NH1.3

Atmospheric electric field measurements in the central United Arab Emirates

Keri Nicoll, R. Giles Harrison, Graeme Marlton, and Martin Airey

Measurements of the atmospheric electric field (or Potential Gradient, PG) in arid, desert regions are few in comparison to those in more wet/mid latitude regions, despite the fact that such measurements can provide important insights into dust charging processes. Dust charging is emerging as potentially important in sustaining the long range transport of particles, for which new charge and field data are essential. Here we present new PG data from an electric field mill at Al Ain international airport in the eastern part of the Abu Dhabi Emirate in the United Arab Emirates (UAE).  Measurements were made alongside a visibility sensor and ceilometer to provide information on the background meteorological conditions.  At Al Ain, the conditions are generally fair weather in mid-latitude terms (predominantly no clouds or precipitation), with very occasional fog or thunderstorms, but the PG still demonstrates considerable variability associated with local factors such as dust and aerosol content.  Throughout the data series, the PG is almost entirely positive, with the only negative values occurring during thunderstorms and violent dust storms.  The desert climate of the UAE lead to widespread uplift of dust on a regular basis, as evidenced by the generally low visibility measured at the airport (mean visibility = 9km).  The PG at Al Ain was found to be generally much larger than typical fair weather values at other sites, with a mean of 116 V/m, with 2 kV/m exceeded regularly.  The local influences on the PG at Al Ain are strongly apparent and the daily variation in PG was found to fall into two main categories: 1) convection dominated, 2) sea breeze dominated.   On the convection dominated days the PG followed the daily variation in temperature and wind speed closely, with very large maximum values of PG up to 4 kV/m in the mid afternoon.  The other regular daily feature in Al Ain PG was a sharp positive increase in PG up to several kV/m around 1800-1900 local time.  This feature is associated with the arrival of a sea breeze front, which originates more than 150 km away on the Abu Dhabi coastline.  The extremely large change in PG over a very short time scale (tens of minutes) is thought to be due to the action of dust pickup within the sea breeze front as it travels substantial distances over the flat arid landscape.  Overall, the electrical environment at Al Ain is found to be generally very highly charged and so the local effects (primarily from dust and aerosol) mask Global Electric Circuit influences in the surface data.

 

 

 

How to cite: Nicoll, K., Harrison, R. G., Marlton, G., and Airey, M.: Atmospheric electric field measurements in the central United Arab Emirates, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5707, https://doi.org/10.5194/egusphere-egu2020-5707, 2020.

The Huygens probe to Titan in 2005 was the first planetary probe or lander to feature ELF electric field sensing and atmospheric conductivity measurements. The atmospheric electricity community showed great interest in the claimed detection of a Schumann resonance signal on another world (despite its unexpected dominant frequency of 36 Hz), and the planetary science community embraced an interpretation of the altitude dependence of the signal as evidence of a theoretically-anticipated internal water ocean beneath an ice crust many tens of km thick.

Quantitative scrutiny suggests that prospects of detecting a Schumann signal at Titan with the Huygens experiment were in fact very poor, due to short measurement time, a horizontal antenna orientation, a lack of lightning, and the likely presence of severe dynamical effects on the probe. Although the latter objections were considered, and arguments developed against them (notably the novel postulated Saturn-magnetospheric excitation of the resonance), we have re-examined the data in the light of a better understanding of the probe dynamics. The evolution of the 36Hz power shows a very strong correlation with accelerometer records of short-period motions of the probe under its small stabilizer parachute, suggesting that mechanical oscillations of the probe and/or the antenna booms were actually the cause. The ‘signal’ ramped up just as the probe accelerated from the much more quiescent main parachute, and ceased abruptly a couple of seconds after impact.

While the Huygens signal may therefore have been an artifact, this does not mean that a Schumann resonance does not occur on Titan. Most likely if it occurs, it may be very sporadic, responding to the infrequent rainstorms on Titan. A search for such signals should therefore be a long-duration monitoring exercise (not unlike listening for seismic events that could also probe Titan’s interior). The Dragonfly mission to Titan, recently selected for launch in 2026 with arrival planned in 2034 and over two years of surface operation, provides an opportunity to perform such monitoring.

How to cite: Lorenz, R. and Le Gall, A.: Schumann Resonance on Titan : Huygens Observations Critically Re-Assessed and prospects for the Dragonfly Mission, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2217, https://doi.org/10.5194/egusphere-egu2020-2217, 2020.

EGU2020-12799 | Displays | NH1.3

Streamer network critical behavior and lightning initiation

Dmitry Iudin, Vladimir Rakov, Artem Syssoev, and Alexey Bulatov

In [1] it was established that collective dynamics of charged hydrometeors that involved in turbulent motion play a fundamental role in thundercloud electrostatic energy redistribution and dissipation. The main reservoirs for accumulating electrostatic energy in thunderclouds are i) the large-scale field of the main charged layers that appear due to the large-scale separation of oppositely charged hydrometers, ii) the intermediate-scale field of charged hydrometeors distributed in the turbulent flow, and finally iii) the small-scale field of net and polarization charges on the surface of individual solid and liquid water particles. Since three different spatial scales are involved into the process of electrostatic energy dissipation, we represent the lightning initiation scenario as a sequence of two transitions of discharge activity to progressively larger spatial scales: the first one is from small-scale avalanches to intermediate-scale streamers; and the second one is from streamers to the lightning seed. At the first stage of the proposed scenario, the essentially non-conducting cloud becomes seeded by elevated ion conductivity regions with spatial extent of 0.1 - 1 m and a lifetime of 1 - 10 s. These regions can serve to promote the intermediate electric field enhancements and increase in pre-ionization level that is sufficient for the initiation and development of streamers. Due to the positive the proposed streamer generation mechanism has an important feature: streamers in our scenario are not exponentially rare events, but continuously fill the entire volume. The collective dynamics of such a nearly continuous, volume filling streamer network appears to be very sensitive to both the magnitude of external large-scale electric field and longitudinal extent of the region occupied by the field. Moving in the course of its development along the external field, a positive streamer can get into the negative trails left by other streamers (relay race effect). In this way, the size of the streamer discharge along the external field can grow, providing the emergence of a kind of streamer trees, thereby tapping electrostatic energy from a relatively large cloud volume. Over time, many streamer trees are feeding their current into narrow channels, where the heating occurs (the bottleneck effect). The hot segments of the network can get polarized and grow within its overall channel system even if the ambient field amplitude is much smaller than the critical field of streamer propagation. Successful initiation of lightning also requires that potential difference across the layer occupied by the large-scale electric field makes about three megavolts. The proposed scenario can possibly lead to a paradigm shift in our approaches to the still unsolved mystery of lightning initiation, because it does not require the presence of super-energetic cosmic ray particles, unrealistic potential difference inside the cloud, or unrealistically large hydrometeors.

 

1. Iudin, D.I., Rakov, V.A., Syssoev, A.A. et al. Formation of decimeter-scale, long-lived elevated ionic conductivity regions in thunderclouds. npj Clim Atmos Sci 2, 46 (2019) doi:10.1038/s41612-019-0102-8.

How to cite: Iudin, D., Rakov, V., Syssoev, A., and Bulatov, A.: Streamer network critical behavior and lightning initiation, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12799, https://doi.org/10.5194/egusphere-egu2020-12799, 2020.

EGU2020-7944 | Displays | NH1.3

Simulation of electric discharges in unsteady airflow using a 3D fluid model

Mojtaba Niknezhad, Olivier Chanrion, Christoph Köhn, Joachim Holbøll, and Torsten Neubert

We have developed a 3D fluid model to simulate streamer discharges in unsteady air flow. The model couples the drift-diffusion equations for the charged particles, the Navier-Stokes equations for the air and the Poisson equation for the electric field. It allows to study electrical discharges at different timescales defined by light and heavy particles and to investigate the effects of unsteady airflow. The model treats the time integration in an implicit manner to allow longer time steps, which makes the simulation of long duration discharges feasible. Moreover, the model uses an unstructured mesh with adaptive refinement allowing the incorporation of solid bodies with complex geometries. The accuracy of the model has been verified by comparing its results with a test case from the literature comparing simulation in steady air from five different streamer codes. Our results were consistent and among the most accurate. We present results from a simulation of long duration discharges, in which a series of successive positive streamers are initiated from a positive polarity electrode in a transverse airflow condition. It shows that the impact of a low speed air flow on the streamer comes essentially from the ions being blown away by the wind.

How to cite: Niknezhad, M., Chanrion, O., Köhn, C., Holbøll, J., and Neubert, T.: Simulation of electric discharges in unsteady airflow using a 3D fluid model, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7944, https://doi.org/10.5194/egusphere-egu2020-7944, 2020.

Charged particles being accelerated by the lightning leader tip electric field emit electromagnetic radiation due to the Bremsstrahlung process (Celestin et al., JGR, 2012). Bremsstrahlung has a continuous spectrum of radiation which includes radio waves and ionising radiation such as gamma rays which can be recorded by detectors on board the ASIM payload on the International Space Station, the forthcoming TARANIS satellite, or on the ground (Abbasi et al., JGR, 2018).  

The radiation pattern of this Bremsstrahlung is not well known. Displays of radiation patterns of accelerated particles are normally limited either to a low frequency approximation for radio waves, or to linear acceleration in a high frequency approximation for gamma rays. Here we report the radiation patterns from accelerated relativistic particles at low and high frequencies of the Bremsstrahlung process. It is found that the radiation patterns have four relative maxima with two backward peaking and two forward peaking.  

The shape of the radiation pattern is only determined by the velocity of the particle whilst the intensity of the radiation pattern is determined by the velocity and the acceleration of the particle. For example, relativistic particles with a large velocity exhibit a radiation pattern which is more forward peaking when compared to a non-relativistic particle with a smaller velocity. Similarly, relativistic particles with a large acceleration exhibit a radiation pattern with a larger intensity when compared to relativistic particles with a smaller acceleration. All these radiation patterns exhibit backward peaking radiation. The asymmetry of the radiation pattern, I.e., the different intensities of forward and backward peaking lobes, is controlled by the asymmetric frequencies of the Bremsstrahlung radiation caused by the Doppler effect.  

These results are important because they enable a determination of particle properties which can be inferred from observations with networks of radio receivers and arrays of gamma ray detectors. 

How to cite: Yucemoz, M.: Backward peaking radiation pattern from a relativistic particle accelerated by lightning leader tip electric field , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10585, https://doi.org/10.5194/egusphere-egu2020-10585, 2020.

EGU2020-3899 | Displays | NH1.3 | Highlight

Observation of a Terrestrial Electron Beam during the tropical cyclone Joaninha in March 2019

David Sarria, Pavlo Kochkin, Nikolai Østgaard, Andrew Mezentsev, Nikolai G. Lehtinen, Martino Marisaldi, Carolina Maiorana, Torsten Neubert, Victor Reglero, Brant E. Carlson, Kjetil Ullaland, Shiming Yang, Georgi Genov, Bi Qureshi, Ca Budtz-Jørgensen, Ir Kuvvetli, Fr Christiansen, Ol Chanrion, Ja Navarro-Gonzales, and Paul H. Connell

Terrestrial Gamma-ray Flashes (TGFs) are short (~20 us to ~2 ms) flashes of high energy (< 40 MeV) photons, produced by thunderstorms When interacting with the atmosphere, the TGF’s photons produce relativistic electrons and positrons at higher altitudes, and a fraction is able to escape the atmosphere [1,2,3]. The electrons/positrons are then bounded to Earth's magnetic field lines and can travel large distances inside the ionosphere and the magnetosphere. This phenomenon is called a Terrestrial Electron Beam (TEB).

The Atmosphere-Space Interactions Monitor (ASIM), dedicated to the study of TGF and associated events, started to operate in June 2018. ASIM contains an optical instrument (MMIA) made of micro-cameras and photometers, as well the Modular X and Gamma-ray Sensor (MXGS) for high energy radiation. MXGS is composed of the low energy detector (LED, 50 keV to 400 keV) and the High Energy detector (HED, 300 keV to 40 MeV). 

This presentation is focused on a new event which was detected on March 24, 2019. The TEB originated from rainbands produced by the tropical cyclone Joaninha, in the Indian Ocean, close to Madagascar. This observation shows, for the first time to our knowledge: (1) the low energy part (>50 keV) of the TEB spectrum, using the LED, (2) an estimate of the incoming direction (to ISS) of the electron Beam from recorded data.

References:

[1] J. R., Dwyer, B. W., Grefenstette and D. M. Smith. High-energy electron beams launched into space by thunderstorms. DOI: 10.1029/2007GL032430. Geophysical Research Letters, 2008.

[2] B. E. Carlson T. Gjesteland N. Østgaard. Terrestrial gamma-ray flash electron beam geometry, fluence, and detection frequency. DOI: 10.1029/2011JA016812. Journal of Geophysical Research (Space Physics), 2011.

[3] D. Sarria, P. Kochkin, N. Østgaard et al. The First Terrestrial Electron Beam Observed by the Atmosphere-Space Interactions Monitor. DOI: 10.1029/2019JA027071. Journal of Geophysical Research (Space Physics), 2019.

How to cite: Sarria, D., Kochkin, P., Østgaard, N., Mezentsev, A., Lehtinen, N. G., Marisaldi, M., Maiorana, C., Neubert, T., Reglero, V., Carlson, B. E., Ullaland, K., Yang, S., Genov, G., Qureshi, B., Budtz-Jørgensen, C., Kuvvetli, I., Christiansen, F., Chanrion, O., Navarro-Gonzales, J., and Connell, P. H.: Observation of a Terrestrial Electron Beam during the tropical cyclone Joaninha in March 2019, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3899, https://doi.org/10.5194/egusphere-egu2020-3899, 2020.

In an article by Kostinskiy et al. (2019) proposed the mechanism of the origin and development of lightning from initiating event to initial breakdown pulses (termed the Mechanism). The Mechanism assumes initiation occurs in a region of a thundercloud of 1 km3 with electric field E > 0.4 MV/(m∙atm), which contains, because of turbulence, numerous small “Eth-volumes” of 0.001-0.0001 m3 with E ≥ 3 MV/(m∙atm). The Mechanism allows for lightning initiation by two observed types of initiating events: a high power VHF event called an NBE (narrow bipolar event or CID), or a weak VHF event. According to the Mechanism, both types of initiating events are caused by a group of relativistic runaway electron avalanche particles passing through many of the Eth-volumes, thereby causing the nearly simultaneous launching of many positive streamer flashes, Kostinskiy et al. (2019).

In this report, based on the Meek’s criterion for the initiation of streamers (Raizer, 1991) at different heights of lightning initiation and taking into account the number of all background electrons, positrons and photons of cosmic rays with energy ε < 1012 eV (Sato, 2015) crossing Eth-volumes sizes of Eth-volumes are specified (3∙10-4-3∙10-5 m3). The report also showed that synchronous injection with a high probability of relativistic electrons into such small Eth-volumes requires of relativistic runaway electrons avalanches to be initiated by extensive air showers with energies ε > 1015 eV, which would supply (injected) 105-107 secondary electrons into a turbulent region of a thundercloud with a strong electric field.

References

Kostinskiy, A. Yu., Marshall, T.C., Stolzenburg, M. (2019), The Mechanism of the Origin and Development of Lightning from Initiating Event to Initial Breakdown Pulses arXiv:1906.01033

Raizer Yu. (1991), Gas Discharge Physics, Springer-Verlag, 449 p.

Sato T. (2015), Analytical Model for Estimating Terrestrial Cosmic Ray Fluxes Nearly Anytime and Anywhere in the World: Extension of PARMA/EXPACS, PLOS ONE, 10(12): e0144679.

How to cite: Kostinskiy, A., Marshall, T., and Stolzenburg, M.: The mechanism of the origin the NBE (CID) and the initiating event (IE) of lightning due to the volume phase wave of EAS-RREA synchronous ignition of streamer flashes , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11487, https://doi.org/10.5194/egusphere-egu2020-11487, 2020.

EGU2020-15159 | Displays | NH1.3

Broad-band electric field measurements above thunderstorms by the IME-HF instrument prepared for the TARANIS mission

Ondřej Santolík, Ivana Kolmašová, Radek Lán, Luděk Uhlíř, Jean-Louis Rauch, Aude-Lyse Millet, and Jean-Louis Pincon

A broad-band analyzer of the IME-HF instrument (“Instrument de Mesure du champ Electrique Haute Frequence”) is prepared for the TARANIS (Tool for Analysis of RAdiation from lightNIng and Sprites) micro-satellite of the French space agency CNES. The spacecraft is based on the MYRIADE series platform. It will be launched on a Sun synchronous polar orbit at 700 km altitude. TARANIS will carry a complex payload of six scientific instruments to study radiation from lightning and optical phenomena (Transient Luminous Events) observed at altitudes between 20 and 100 km (blue jets, red sprites, halos, elves). The scientific instruments onboard TARANIS will detect electromagnetic radiation from very low frequencies up to 37 MHz, optical radiation, X rays (with an aim to study the Terrestrial "Gamma-ray" Flashes), and energetic electrons.

The IME-HF instrument will record waveform measurements of fluctuating electric fields in the frequency range from a few kHz up to 37 MHz, with the following scientific aims: (i) Identification of possible wave signatures associated with transient luminous phenomena during storms; (ii)    Characterization of lightning flashes from their HF electromagnetic signatures; (iii) Identification of possible HF electromagnetic or/and electrostatic signatures of precipitated and accelerated particles; (iv) Determination of characteristic frequencies of the medium using natural waves properties; (v) Global mapping of the natural and artificial waves in the HF frequency range, with an emphasis on the transient events. The instrument will be also able to trigger and record interesting intervals of data using a flexible event detection algorithm.

How to cite: Santolík, O., Kolmašová, I., Lán, R., Uhlíř, L., Rauch, J.-L., Millet, A.-L., and Pincon, J.-L.: Broad-band electric field measurements above thunderstorms by the IME-HF instrument prepared for the TARANIS mission, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-15159, https://doi.org/10.5194/egusphere-egu2020-15159, 2020.

EGU2020-9912 | Displays | NH1.3

Radio emission from fast streamers

Nikolai Lehtinen

A new computational approach, based on treating an electric streamer as a nonlinear instability, allows to determine unambiguously its parameters, for a given streamer length and external electric field, which may be nonuniform. Among the determined parameters are the speed, current and conductivity inside the streamer. These parameters may vary over orders of magnitude, depending on external conditions.

We use these parameters to calculate the radio emissions which would be observed on the ground from fast discharges produced in lightning, in which streamer velocities approach a significant fraction of the speed of light. Fast discharges play an important role in lightning initiation and may be responsible for production of Terrestrial Gamma Flashes (TGF). They manifest themselves in ground-based radio observations as Narrow Bipolar Events (NBE), to which the calculation results are compared.

We will discuss conditions, the effect of which on streamer propagation (and therefore electromagnetic radiation) may be quantified with the used computational method. These include (i) the external electric field modification due to charges deposited by previous streamers; and (ii) electron attachment inside the streamer channel, which is strongly affected by cloud humidity.

How to cite: Lehtinen, N.: Radio emission from fast streamers, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9912, https://doi.org/10.5194/egusphere-egu2020-9912, 2020.

NH1.4 – Hazard Risk Managment in Agriculture and Agroecosystems

Soil water erosion is a severe environmental issue which seriously damaging the sustainability of agriculture. Regional climate change could aggravate the threat of erosion, whereas vegetation greening in China (an increasing trend in vegetation cover) could act as a mitigation to the threat. On the basis of the Revised Universal Soil Loss Equation, we proposed a framework for performing an assessment of water erosion risk in China during 1998-2018. A contribution index was constructed to describe the influences of rainfall erosivity and cover management on water erosion risk changes in China during 1998-2018. The research objective was to explore the spatial pattern of water erosion risk change in China in recent decades and to identify the factor that has the largest contribution to the risk change. Results showed that: (a) The area with decreasing water erosion risk in China accounted for 34.97%, and the area with significant decreasing trends accounted for 20.04% of the middle and highly risky state areas. (b) The region that rainfall erosivity contributed more than cover management for absolute value accounted for 76.54%, whereas the contribution of cover management was increasing. (c) Vegetation greening can partly offset the stress caused by climate change. Water erosion risk in China decreased more than increased in risky state area. The pixels with cover management contribute more than rainfall erosivity was concentrated within the area where risk is decreasing, indicating a great contribution of vegetation greening to the risk mitigation. Consequently, enhancing the vegetation growth in the highly risky state water erosion region could reduce the erosion threat in China.

How to cite: Wang, H., Zhao, W., and Liu, Y.: Does vegetation greening partly offset increasing rainfall pressure? Risk assessment of the water erosion tendency in China over the past 20 years., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-709, https://doi.org/10.5194/egusphere-egu2020-709, 2020.

EGU2020-883 | Displays | NH1.4

Seasonally fitted probability functions changing weights for combining vegetation indices forecasting models

Oumayma Bounouh, Houcine Essid, and Imed Riadh Farah

Normalized Difference Vegetation Index (NDVI) serves as a significant reference for crop health monitoring. NDVI time series forecasting is a critical issue because of the importance of the involving fields, e.g., food scarcity, climate changes and biodiversity. Therefore, several forecasting models have been suggested and implemented in the literature. Herein, we propose a combination of forecasts using seasonally fitted probability functions changing weights. Contrary to commonly suggested combination models, this one does not rely on overall error measures and/or features, but on time slots similarities between probability density function (PDF) of real observations and forecasts. It is validated with 18 years MOD13Q1 NDVI time series describing a cereal canopy area that belongs to the northwestern of Tunisia. Additionally, the chosen forecasting models are Box Jenkins and Neural Network model. The forecasting accuracy was assessed using the root mean square error (RMSE). According to the results, each season had a different best-fit probability distribution function. Overall, these latter are: Gamma, Beta, Weillbul, and Extreme Generalised Value (EGV). Moreover, the suggested model has shown better forecasting accuracy than individual models, hybrid models and commonly used combining tool (RMSE respectively, 0.003, 0.45, 0.35, 0.38). Interestingly, another seasonally varying weights were determined based on the normal distribution. But, our suggested model showed better forecasting accuracy than this latter (RMSE of normally distributed changing weights= 0.30).

 
 

 

 

How to cite: Bounouh, O., Essid, H., and Farah, I. R.: Seasonally fitted probability functions changing weights for combining vegetation indices forecasting models, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-883, https://doi.org/10.5194/egusphere-egu2020-883, 2020.

Soil conservation service is an important regulating ecosystem service. We estimated the soil conservation rate of the top five largest basins in the world from 2000 to 2018, classified the trend of conservation rate for each basin and each location as four types (i.e., significant decrease, decrease, increase and significant increase), and analyzed the relationships between soil conservation rate and driving factors. Results show that the Yangtze River basin produces the highest average soil conservation rate (with the value of 1429.68 t ha-1 yr-1). The Yangtze, Mississippi and Yellow River basins show a generally increasing conservation trend. Partial principal component analysis between soil conservation rate and driving factors show that slope gradient has the greatest impact on soil conservation rate, followed by rainfall and NDVI. Vegetation greening (increasing NDVI) could partly offset the effect of increasing rainfall on soil conservation rate in the Mississippi and Yellow River basins. More direct and quantitative variables should be used to represent human activities to analyze the impact on soil conservation change.

How to cite: An, Y. and Zhao, W.: Changes in soil conservation service and its driving factors: case studies in global top five largest basins, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-911, https://doi.org/10.5194/egusphere-egu2020-911, 2020.

EGU2020-2640 | Displays | NH1.4 | Highlight

Substantial genetic yield gap estimated for wheat in Europe

Mikhail Semenov and Nimai Senapati

Improving yield potential and closing the yield gap are important to achieve global food security. Europe is the largest wheat producer, delivering about 35% of wheat globally, but European wheat's yield potential from genetic improvements is as yet unknown. We estimated wheat ‘genetic yield potential’, i.e. the yield of optimal or ideal genotypes in a target environment, across major wheat growing regions in Europe by designing in silico ideotypes. These ideotypes were optimised for current climatic conditions and based on optimal physiology, constrained by available genetic variation in target traits. A ‘genetic yield gap’ in a location was estimated as the difference between the yield potential of the optimal ideotype compared with a current, well-adapted cultivar. A large mean genetic yield potential (11–13 t ha−1) and genetic yield gap (3.5–5.2 t ha−1) were estimated under rainfed conditions in Europe. In other words, despite intensive wheat breeding efforts, current local cultivars were found to be far from their optimum, meaning that a large genetic yield gap still exists in European wheat. Heat and drought tolerance around flowering, optimal canopy structure and phenology, improved root water uptake and reduced leaf senescence under drought were identified as key traits for improvement. Closing this unexploited genetic yield gap in Europe through crop improvements and genetic adaptations could contribute towards global food security.

How to cite: Semenov, M. and Senapati, N.: Substantial genetic yield gap estimated for wheat in Europe, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2640, https://doi.org/10.5194/egusphere-egu2020-2640, 2020.

EGU2020-4591 | Displays | NH1.4

Effects of multi-time scales drought on vegetation dynamics in Qaidam River Basin, Qinghai-Tibet Plateau from 1998 to 2015

Yongxiu Sun, Shiliang Liu, Yuhong Dong, Shikui Dong, and Fangning Shi

Quantifying drought variations at multi-time scales is important to assess the potential impacts of climate change on terrestrial ecosystems, especially vulnerable desert grassland. Based on the Normalized Difference Vegetation Index (NDVI) and Standardized Precipitation Evapotranspiration Index (SPEI), we assessed the influences of different time-scales drought (SPEI-3, SPEI-6, SPEI-12, SPEI-24, and SPEI-48 with 3, 6, 12, 24 and 48 months, respectively) on vegetation dynamics in the Qaidam River Basin, Qinghai-Tibet Plateau. Results showed that: (1) Temporally, annual and summer NDVI increased, while spring and autumn NDVI decreased from 1998 to 2015. Annual, spring and summer SPEI increased and autumn SPEI decreased. (2) Spatially, annual, spring, summer, and autumn NDVI increased in the periphery of the Basin, with 45.98%, 22.68%, 43.90%  and 30.80% of the study area, respectively. SPEI showed a reverse variation pattern with NDVI, with an obvious decreasing trend from southeast to northwest. (3) Annual vegetation growth in most areas (69.53%, 77.33%, 86.36%, 90.19% and 85.44%) was correlated with drought at all time-scales during 1998-2015. However, high spatial and seasonal differences occurred among different time-scales, with the maximum influence in summer under SPEI24. (4) From month to annual scales, NDVI of all land cover types showed higher correlation to long-term drought of SPEI24 or SPEI48. Vegetation condition index (VCI) and SPEI were positively correlated at all time-scales and had a more obvious response in summer. The highest correlation was VCI of grassland (June-July) or forest (April-May, August-October) and SPEI48. This study contributes to exploring the effect of drought on vegetation dynamics at different time scales, further providing credible guidance for regional water resources management.

How to cite: Sun, Y., Liu, S., Dong, Y., Dong, S., and Shi, F.: Effects of multi-time scales drought on vegetation dynamics in Qaidam River Basin, Qinghai-Tibet Plateau from 1998 to 2015, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4591, https://doi.org/10.5194/egusphere-egu2020-4591, 2020.

EGU2020-7282 | Displays | NH1.4

Mapping the spatial and temporal dynamics in vulnerability of smallholder farming systems in Ethiopia

Roopam Shukla, Amsalu Woldie Yalew, Stephanie Gleixner, Bernhard Schauberger, and Christoph Gornott

Vulnerability to climate change differs spatially within the country owing to regional differences in exposure, sensitivity, and adaptive capacity. The paper aims to assess the vulnerability of smallholder farming systems in Ethiopia to observed climate change, to gain insight into factors that may shape vulnerability in the future. Spatial dynamics in vulnerability is assessed at subnational level (zone-level) and temporal dynamics is studied across three time periods i.e. historical (1985-2005), current (2005-2015), and future (2035-2045). The study uses an index-based approach, which is suitable for assessing vulnerability as it includes both biophysical and socio-economic dimensions. This approach combines the environmental and socio-economic data from different sources (agricultural surveys, climate, and remote sensing data) to capture the multi-dimensional attributes of vulnerability. This research contributes to evidence-based adaptation planning in Ethiopia by identifying areas and patterns of high vulnerability and its components.

How to cite: Shukla, R., Yalew, A. W., Gleixner, S., Schauberger, B., and Gornott, C.: Mapping the spatial and temporal dynamics in vulnerability of smallholder farming systems in Ethiopia, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7282, https://doi.org/10.5194/egusphere-egu2020-7282, 2020.

EGU2020-8057 | Displays | NH1.4

The relationship between extreme weather and low crop yields

Matias Heino, Weston Anderson, Michael Puma, and Matti Kummu

It is well known that climate extremes and variability have strong implications for crop productivity. Previous research has estimated that annual weather conditions explain a third of global crop yield variability, with explanatory power above 50% in several important crop producing regions. Further, compared to average conditions, extreme events contribute a major fraction of weather induced crop yield variations. Here we aim to analyse how extreme weather events are related to the likelihood of very low crop yields at the global scale. We investigate not only the impacts of heat and drought on crop yields but also excess soil moisture and abnormally cool temperatures, as these extremes can be detrimental to crops as well. In this study, we combine reanalysis weather data with national and sub-national crop production statistics and assess relationships using statistical copulas methods, which are especially suitable for analysing extremes. Further, because irrigation can decrease crop yield variability, we assess how the observed signals differ in irrigated and rainfed cropping systems. We also analyse whether the strength of the observed statistical relationships could be explained by socio-economic factors, such as GDP, social stability, and poverty rates. Our preliminary results indicate that extreme heat and cold as well as soil moisture abundance and excess have a noticeable effect on crop yields in many areas around the globe, including several global bread baskets such as the United States and Australia. This study will increase understanding of extreme weather-related implications on global food production, which is relevant also in the context of climate change, as the frequency of extreme weather events is likely to increase in many regions worldwide.

How to cite: Heino, M., Anderson, W., Puma, M., and Kummu, M.: The relationship between extreme weather and low crop yields, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8057, https://doi.org/10.5194/egusphere-egu2020-8057, 2020.

EGU2020-9937 | Displays | NH1.4

Recurrence Quantification Techniques of vegetation time-series indices in semiarid grasslands

Andres Almeida-Ñauñay, Rosa M. Benito, Miguel Quemada, Juan Carlos Losada, and Ana Maria Tarquis

Grassland ecosystems are extremely complex and set up intricate structures, whose characteristics and dynamic properties are greatly influenced by climate and meteorological patterns. Climate change and global warming are factors that could impact negatively in the quality and productivity of these ecosystems.

Remote sensing techniques have been demonstrated as a powerful tool for monitoring extensive areas. In this study, two semi-arid grassland plots were selected in the centre of Spain. This region is characterized by low precipitation and moderate productivity per unit. Through scientific research, spectral vegetation indices (VIs) have been developed to characterize vegetation cover. The most common VI is the Normalized Difference Vegetation Index (NDVI). However, in vegetation scarcity conditions, bare soil reflectance is increased, and the feasibility of NDVI is reduced. This study aims to perform a method to compare soil and agro-climatic variables effect on vegetation time-series indices.

The construction of the time series was based on multispectral images of MODIS TERRA (MOD09A1.006) product acquired from 2002 till 2018. Three pixels with a temporal resolution of 8 days and a spatial resolution of 500 x 500 m were chosen in each area. To estimate and analyse VIs series, Red (620-670 nm) and Near Infrared (841-876 nm) channels were extracted and filtered by the quality of pixel. All spectral bands showed statistically significant differences confirming that both areas presented different soil properties. Moreover, average annual precipitation was different in each area of study.

NDVI calculation is only based on NIR and RED bands. To improve the estimation of vegetation in semi-arid areas, several indices have been developed to minimize the soil effect. Each one of them incorporates soil influence in a different way, i.e., Soil Adjusted Vegetation Index (SAVI) adds a constant soil adjustment factor (L), whereas, MSAVI, incorporate an L variable and dependant on soil characteristics.

Recurrence plots (RP) and recurrence quantification analysis (RQA) were computed to characterize the influence of agro-climatic variables in vegetation index dynamics. Characterization was based on various RQA measures, such as Determinism (DET), average diagonal length (LT) or entropy (ENT).

Our results showed different RPs depending on the area, VI utilized and precipitation. MSAVI patterns were further distinct, meanwhile, NDVI showed a noisy pattern. LT values in MSAVI were higher than in SAVI implying that MSAVI recurrent events are much longer than SAVI. Simultaneously, LT and DET values in ZSO, with a higher rain, were above ZEA values in MSAVI.

This indicates that incorporating more detailed information of soil and precipitation reinforce vegetation index estimation and allow to obtain a more distinct pattern of the time series. Therefore, in arid-semiarid grasslands, they should be considered.

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) and Structural Funds 2014-2020 512 (ERDF and ESF), through project AGRISOST-CM S2018/BAA-4330, are highly appreciated.

How to cite: Almeida-Ñauñay, A., Benito, R. M., Quemada, M., Losada, J. C., and Tarquis, A. M.: Recurrence Quantification Techniques of vegetation time-series indices in semiarid grasslands, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9937, https://doi.org/10.5194/egusphere-egu2020-9937, 2020.

EGU2020-10669 | Displays | NH1.4

Monitoring rainfed cereals under different soils and rainfall pattern

Ana Maria Tarquis, David Rivas-Tabares, Juan J. Martín-Sotoca, and Antonio Saa-Requejo

In most Mediterranean climate regions drought events are of great importance and their effects on rainfed crops are evident. Crop yields of rainfed cereal are highly dependent of the soil-plant-atmosphere system, especially referred to the weather conditions and soil properties. However, very few studies are found on the importance of both factors on crop condition.

Several plots were localized in the midlands of Eresma-Adaja watershed. Combining remote sensing data and agricultural survey work those with monocrop cereal sequences were identify. These plots were clustered based on which soil class were allocated based on a Self-Organizing Map and precipitation regimen elaborated in the area (Rivas-Tabares et al., 2019). Within this area, two contrasting soil properties sites were selected to assess plots with at least 20 years of rainfed monocropping sequences but under similar weather regime. This allows us to analyze the effect and relationships of soil type and rainfall with Normalized Difference Vegetation Index (NDVI) in time.

The NDVI average from both areas are statistically different in the growing season suggesting that soils and weather conditions are motivating the spectral variability of sites. The influence of soil texture and rainfall regimen related to NDVI values and interannual variability during the crop growth are discussed.

References

Rivas-Tabares, D., AM Tarquis, B Willaarts, Á De Miguel. 2019. An accurate evaluation of water availability in sub-arid Mediterranean watersheds through SWAT: Cega-Eresma-Adaja. Agricultural Water Management 212, 211-225.

 

ACKNOWLEDGEMENTS

Finding for this work was partially provided by Boosting agricultural Insurance based 465 on Earth Observation data - BEACON project under agreement Nº 821964, funded under H2020_EU, DT-SPACE-01-EO-2018-2020. The authors also acknowledge support from Project No. PGC2018-093854-B-I00 of the Spanish Ministerio de Ciencia Innovación y Universidades of Spain. The data provided by ITACyL and AEMET is greatly appreciated.

How to cite: Tarquis, A. M., Rivas-Tabares, D., Martín-Sotoca, J. J., and Saa-Requejo, A.: Monitoring rainfed cereals under different soils and rainfall pattern, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10669, https://doi.org/10.5194/egusphere-egu2020-10669, 2020.

EGU2020-10675 | Displays | NH1.4

Improving performance of index insurance using crop models and phenological monitoring

Mehdi H. Afshar, Timothy Foster, Ben Parkes, Koen Hufkens, Francisco Ceballos, and Berber Kramer

Extreme weather events pose significant risks to the livelihoods of smallholder farmers across Asia and Africa. Weather index-based insurance provides a potential solution to mitigate risks caused by crop failures, providing farmers with a payout in the event of a poor harvest. It also reduces costs relative to traditional indemnity insurance by eliminating the need for resource-intensive, in-situ assessment of losses. However, one challenge associated with weather index-based insurance is basis risk – where the payouts triggered by the index do not match actual crop losses. High levels of basis risk are observed across many existing weather index-based insurance products, and represent a key constraint to successful upscaling.  

A common feature of existing weather index-based insurance contracts is that payouts are triggered based on weather indices defined over fixed calendar periods, specified to capture the typical duration of the crop growing season or key phenological stages in a given agricultural system. In reality, however, the timing of a crop’s sensitivity to weather often varies significantly between individual plots or farmers due to differences in management practices (e.g., sowing date, variety choice) and meteorological conditions (e.g., temperature and precipitation) that affect rates of crop development. Failure to consider this heterogeneity is potentially a significant driver of basis risk, and suggests that opportunities may exist to improve the quality of index insurance by designing phenology-specific insurance contracts. 

In this study, we evaluate the impacts of improved monitoring of crop phenology on the performance of index-based crop yield models through a range of synthetic model-based simulated experiments for wheat and rice production in Haryana and Odisha states in India. We use a calibrated process-based crop simulation model (APSIM) to evaluate yields for a range of potential weather realizations and agricultural management practices typically observed in our case study regions. Subsequently, we develop non-linear statistical (i.e. index-based) models using non-parametric regression techniques (Multivariate adaptive regression splines; MARS) to reproduce APSIM-simulated yields as a function of rainfall and temperature conditions during key sensitive crop growth stages. 

Our results show that by considering field-level heterogeneity in crop phenology and development, it is possible to reliably estimate (>0.8 r-squared) wheat and rice yields. In contrast, model performance deteriorates significantly when variability in growth stage between individual simulated fields is not considered or when weather predictors are aggregated over the entire growing season as opposed to specific growth stages. These findings show that considering crop phenology can dramatically improve the performance of statistical yield models and, in turn, the accuracy of an index-based insurance product. Nevertheless, reductions in basis risk must also be balanced against the increasing complexity and implementation costs of these potential products in smallholder environments.

How to cite: H. Afshar, M., Foster, T., Parkes, B., Hufkens, K., Ceballos, F., and Kramer, B.: Improving performance of index insurance using crop models and phenological monitoring, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10675, https://doi.org/10.5194/egusphere-egu2020-10675, 2020.

EGU2020-11283 | Displays | NH1.4

A parametric insurance framework based on remote-sensing observations to mitigate drought impacts through risk financing

Beatrice Monteleone, Mario Martina, and Brunella Bonaccorso

Agricultural production is highly sensitive to extreme weather events such as droughts, floods and storms. According to the Food and Agriculture Organization, between 2005 and 2015 natural disasters cost the agricultural sectors of developing country economies a staggering $96 billion in damaged or lost crop and livestock production. Drought was one of the leading culprits. Eighty-three percent of all drought-caused economic losses documented by FAO's study were absorbed by agriculture, with a price tag of $29 billion. Since extreme droughts are expected to increase worldwide both in number and severity, the development of appropriate strategies to reduce and mitigate drought impacts on agricultural production will be essential to enable farmers to quickly recover from the disaster. There is growing interest in insurance as an instrument for managing drought risk in agriculture. Insurance is a self-reliant mitigation measure that increases society's resilience, particularly in the financial sector. There are two main options of crop risk transfer solutions: indemnity-based programs, in which the basis for compensation is the actual loss; and weather index-based (or parametric) programs. Parametric programs are based on variables called indices, often retrieved from remote-sensing observations. Indices should be highly correlated with agricultural losses. A parametric policy for drought pays out if a specific value of the index is achieved in a specific period. Index-based insurance shows various attractive features: the value of the index cannot be influenced by farmers, indemnities are based on observable variables (the indices), on-farm inspections to assess the damages are no more necessary and finally funds to recover from the disaster are provided quickly.

The aim of this work is the design of a parametric insurance framework against drought to be applied in the Caribbean region as well as in other regions with similar conditions. Initially a new drought index, the Probabilistic Precipitation and Vegetation Index (PPVI) was developed to identify drought. PPVI was computed combining two consolidated drought indices, the Standardized Precipitation Index (SPI) and the Vegetation Health Index (VHI). SPI was calculated from precipitation retrieved from satellite (the Climate Hazard Group Infrared Precipitation dataset was used) and VHI is already a remote-sensing product. Then a framework allowing an objective identification of drought weeks was implemented. The framework was used in combination with PPVI and the model was calibrated in order to reproduce past drought events at specific locations. A relationship between drought and negative crop yield anomalies was established. Significant crop growth periods were taken into consideration: establishment, vegetative, flowering and yield formation. The probability of having a negative crop yield anomaly when a significant growth period was in drought was computed. The sensitivity to drought of each crop growth period was evaluated based on this probability. In the end a loss index to relate drought with yield reduction suffered by farmers was developed. The entire framework was tested in the Dominican Republic and cereals losses (maize and sorghum) were evaluated. Results were promising.

How to cite: Monteleone, B., Martina, M., and Bonaccorso, B.: A parametric insurance framework based on remote-sensing observations to mitigate drought impacts through risk financing, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11283, https://doi.org/10.5194/egusphere-egu2020-11283, 2020.

Agricultural yield is largely determined by weather conditions during the crop growing season. A comparison of meteorological indicators between low and high arable yields revealed significant (p > 0.05) differences in meteorological indicators (Gobin, 2018), and these change with crop. Further analysis revealed differences in climate resilience (Kahiluoto et al., 2019).

An important aspect of crop yield assessment concerns crop growth development and subsequent yield prediction (Durgun et al., 2016). Current models have predominantly concentrated on the relation between meteorological data and crop yield (Gobin et al., 2017). A lot of data are available on the input side to include soil and weather, but very few on crop development and yield at the field scale.

A new era of satellite remote sensing and sensor technology has already offered a paradigm shift to data rich environments with unprecedented possibilities to monitor crop development at higher spatial, temporal and spectral resolutions. Combining modelling and statistical analysis with monitoring from remote sensing presents new opportunities to understand crop growth as a basis for crop yield assessment (Durgun et al., 2020) and further developments in the agriculture, insurance and bio-economy sector.

Examples of common arable crop growth assessment will be drawn from different grants and projects.

References:

  • Durgun, Ö, Gobin, A., Duveillier, G., Tychon, B., 2020. A study on trade-offs between spatial resolution and temporal sampling density for wheat yield estimation using both thermal and calendar time. International Journal of Applied Earth Observations and Geoinformation, 86. https://doi.org/10.1016/j.jag.2019.101988
  • Durgun, Y.Ö., Gobin, A., Vandekerchove, R., Tychon, B., 2016. Crop Area Mapping using 100m PROBA-V time series. Remote Sensing 8(7), 585; www.doi.org/10.3390/rs8070585.
  • Gobin, A., Kersebaum K.C., Eitzinger J., Trnka M., Hlavinka P., Takáč J., Kroes J., Ventrella D., Dalla Marta A., Deelstra J., Lalić B., Nejedlik P., Orlandini S., Peltonen-Sainio P., Rajala A., Saue T., Şaylan L., Stričevic R., Vučetić V., Zoumides C., 2017. Variability in the water footprint of arable crop production across European regions. Water 2017, 9(2), 93; https://doi.org/10.3390/w9020093
  • 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
  • Kahiluoto H., Kaseva, J., Balek, J., Olesen, J.E., Ruiz-Ramos, M., Gobin, A., Kersebaum, K.C., Takáč, J., Ruget, F., Ferrise, R., Bezak, P., Capellades, G., Dibari, C., Mäkinen, H., Nendel, C., Ventrella, D., Rodríguez, A., Bindi, M., Trnka M., 2019. Decline in climate resilience of European wheat. Proceedings of the National Academy of Sciences of the USA 116: 123-128. https://doi.org/10.1073/pnas.1804387115

How to cite: Gobin, A.: Crop yield evaluation using sentinel satellite imagery and modelling methods, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11467, https://doi.org/10.5194/egusphere-egu2020-11467, 2020.

Abstract: The Tibetan Plateau, as an ecologically fragile area with typical alpine meadow ecosystems, is sensitive to climate change, especially drought. However, spatial heterogeneity of the vegetation dynamics plays an important role in response to climate change, while there is relatively lacked evidence on their spatial control factors. Here, multivariate remote sensing data were used to construct vegetation index and multi-scale drought index to understand the vegetation dynamics and drought trend of the Tibetan plateau from 2000 to 2015, for revealing their differences or spatial response through correlation analysis. Elevation, land surface temperature, land cover and snow cover were selected as spatial control factors and the results showed that the vegetation was greening in the east while browning in the west. The vegetation indices including EVI, LAI and GPP were all closely related to drought index, while the magnitudes of response were spatially different. The contributions of control factors for the responses were not inconsistency because of the differential ecological meaning of the vegetation indices. Our results provide a spatial basis for the ecosystem management in the Tibetan Plateau by clarifying the spatial heterogeneity of control factors on the response of vegetation dynamics to drought.

Keywords: vegetation dynamics; drought response; grassland ecosystem; spatial heterogeneity; remote sensing; Tibetan Plateau

How to cite: Wang, Y., Fu, B., and Liu, Y.: Remote sensed evidence on the control factors of grassland ecosystem response to drought in the Tibetan Plateau, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12764, https://doi.org/10.5194/egusphere-egu2020-12764, 2020.

EGU2020-13741 | Displays | NH1.4

Land use evolution over time using public data and a new environmental indicator. Application to the Valencia region (Spain)

María-Elena Rodrigo-Clavero, Claudia-Patricia Romero-Hernández, and Javier Rodrigo-Ilarri

In this work a new environmental indicator for the analysis of land use change over time (ENV-IND) is presented. The ENV-IND indicator has been defined and assigned to every land use included on the SIOSE, the official Information System on Land Occupation of Spain. The methodology is based on assigning an ENV-IND value for every polygon considered by the SIOSE as a function of the areal percentage occupied by every land use inside each polygon.

SIOSE is integrated into the National Land Observation Plan (PNOT) whose objective is to generate a database of Land Occupation for all Spain, integrating all the information available from the regional and central Administration of Spain. The ENV-IND indicator has been defined for 80 different land use categories and its value depend in the joint consideration of the following factors: anthropization nature, water consumption, environmental sustainability and landscape value.

The evolution of the ENV-IND indicator over time has been obtained for the whole Valencia Region for three different dates (2005-2009-2015) and shows that the environmental value is decreasing with time in terms of the ENV-IND indicator. The ENV-IND indicator is therefore applicable as a tool to quantify and analyze trends of the environmental quality related with land use change.

 

How to cite: Rodrigo-Clavero, M.-E., Romero-Hernández, C.-P., and Rodrigo-Ilarri, J.: Land use evolution over time using public data and a new environmental indicator. Application to the Valencia region (Spain), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13741, https://doi.org/10.5194/egusphere-egu2020-13741, 2020.

EGU2020-13925 | Displays | NH1.4

Study on the correlation between meteorological and agricultural drought, based on remotely sensed indices

Ruja Mansorian, Mohammad Zare, and Guy Schumann

In this study, long-term time series of precipitation data were used for determining the drought condition using the standard precipitation index (SPI) for 3, 6 and 12 month time scales. The indicators were calculated with two methods: a) using a gamma distribution and transforming the probability of occurrence to standard normal distribution, b) using the non-parametric plotting position method. Then, the SPI values for two consequent years 2013-14 and 2014-15 were extracted from data to study on meteorological drought. The SPI index calculations showed that the first year had near normal, whereas the second year had extreme drought condition. In parallel, 34 Landsat 8 satellite images were downloaded during the indicated time period to determine normalized difference vegetation index (NDVI) and vegetation condition index (VCI) as agricultural drought indices. The mean values of VCI for each month were considered as representative value for drought condition of the area. When the agricultural and meteorological drought indices were determined, the correlation coefficient (r) were calculated for finding the relation between these types of droughts. the results show that the highest correlation between SPI-3,6 and 12-month time scales and VCI occurred in 4, 2 and 4 months lag time respectively, with corresponding r value of 0.67, 0.65 and 0.69. The best agreement between these indices with calculated lag time proves the hypothesis that agricultural drought occurs after meteorological drought. Therefore, the results could be applied by farmers to plan an appropriate irrigation scheduling for upcoming droughts, specially, in arid and semi-arid areas. It could be concluded that for having suitable planning in water scarcity condition, understanding the situation helps water planners have better insight about management polices to minimize the effects of this natural hazard on human. To sum up, finding a relation between different types of droughts is helpful for monitoring, predicting and detecting droughts to better prepare for drought phenomena and to minimize losses

How to cite: Mansorian, R., Zare, M., and Schumann, G.: Study on the correlation between meteorological and agricultural drought, based on remotely sensed indices, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13925, https://doi.org/10.5194/egusphere-egu2020-13925, 2020.

NH1.5 – Nature-based solutions for hydro-meteorological risk reduction

EGU2020-17928 | Displays | NH1.5 | Highlight

Operationalising nature-based solutions for mitigating hydro-meteorological hazards

Prashant Kumar, Sisay Debele, Jeetendra Sahani, and Silvana Di Sabatino

Operationalising nature-based solutions for mitigating hydro-meteorological hazards

 Prashant Kumar1,*, Sisay Debele1, Jeetendra Sahani1, Silvana Di Sabatino2

 1Global Centre for Clean Air Research (GCARE), Department of Civil and Environmental Engineering, Faculty of Engineering and Physical Sciences, University of Surrey, Guildford GU2 7XH, United Kingdom

2Department of Physics and Astronomy, University of Bologna, Viale Berti Pichat 6/2, 40127, Bologna, Italy

*Presenting author. Email: p.kumar@surrey.ac.uk

Abstract

The impact of weather- and climate-related hydro-meteorological hazards (HMHs) is amongst the greatest global challenges society is facing today. The concept of nature-based solution (NBS) is becoming popular for HMH management but the lack of knowledge on NBS designing and effectiveness is hindering its wider acceptance. This work discusses HMH risk analysis, relevant data, the role of NBS and its operationalisation by bringing co-design concept and testing them in OPERANDUM project’s open-air laboratories (OALs). HMH risk assessment employs different methodologies with respect to exposure, vulnerability and adaptation interaction of the elements at risk. The classification and effectiveness of any NBS depend on its location, design, typology and environmental conditions. OALs, via the collaboration of researchers and end-users, can foster increasing uptake, upscaling, replication and implementation of NBS projects as compared to traditional grey infrastructure approach. Multi-hazard risk analysis and inclusion of NBS into policy plans can foster NBS operationalisation processes across all sectors and at levels by fostering participatory processes such as co-design, co-creation and co-management among municipalities, researches, policy-makers, funding agencies and other stakeholders; and can inspire more effective use of skills, knowledge, manpower, as well as economic, social and cultural resources. NBS data monitoring, its standardisation, accessible storage and compliance with existing standard metadata is needed. The monitoring and evaluation manuals and guidelines are needed to decrease uncertainty about performance and overall cost-effectiveness of NBS and overcome potential hurdles to create long-term stability and enhance the wider uptake of NBS.   

Keywords: Hydro-meteorological hazards, nature-based solution, climate change, policy, co-design, co-creation, operationalisation 

Acknowledgements: This work is 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 Horizon 2020 under the Grant Agreement No: 776848. We thank OPERANDUM collaborators (Laura Leo, Francesca Barisanid, Bidroha Basu, Edoardo Bucchignani,  Nikos Charizopoulosg, Alessio Domeneghetti,  Albert Sorolla Edo, Leena Finér, Glauco Gallotti,  Sanne Juch, Michael Loupis, Slobodan B. Mickovski, Depy Panga, Irina Pavlova, Francesco Pilla, Adrian Löchner Prat, Fabrice G. Renaud, Martin Rutzinges,  Arunima Sarkar, Mohammad Aminur Rahman Shah, Katriina Soini, Maria Stefanopoulou, Elena Toth, Liisa Ukonmaanaho, Sasa Vranic, Thomas Zieher, for their contributions.

How to cite: Kumar, P., Debele, S., Sahani, J., and Di Sabatino, S.: Operationalising nature-based solutions for mitigating hydro-meteorological hazards, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-17928, https://doi.org/10.5194/egusphere-egu2020-17928, 2020.

EGU2020-9540 | Displays | NH1.5

H2020 'PHUSICOS': Nature-based solutions to reduce hydro-meteorological risk in rural mountain areas

Anders Solheim, Amy Oen, Bjørn Kalsnes, and Vittoria Capobianco

Nature-based solutions (NBS) are "inspired and supported by nature. They are cost-effective and simultaneously provide environmental, social and economic benefits and help build resilience" (EU, 2015). The main objective of the H2020 project PHUSICOS is to demonstrate the implementation of nature-based solutions to reduce the risk of extreme weather events in vulnerable areas such as rural mountain landscapes. To meet this aim, three large-scale demonstration sites have been selected in Tuscany, Italy, The Pyrenees, France/Spain and the Gudbrandsdalen Valley, Norway as representative of hydro-meteorological hazards, vegetation, topography and infrastructure throughout rural and mountainous regions in Europe. Additionally, two small-scale concept cases are established in Kaunertal Valley, Austria and the Isar River Basin, Germany to test specific challenges. This presentation focuses on the three large scale demonstrator sites.

PHUSICOS started in 2018 and over the four-year period each demonstrator site shall propose and implement at least three NBS projects each. At present 9 NBSs have been proposed.

The Italian proposals, organized by Autorità di Bacino Distrettuale, ADBS, relate to the pollution, drought, erosion, and land degradation around lake Massaciuccoli in Tuscany. The measures are related to reduce the runoff from farmland to the channels and the lake, as well as to reduce the high salinity of the lake. Proposed measures include feeding water from the Serchio River to the lake, and the establishment of vegetation buffer strips between the farmed land and the channels and retention basins.

In the Pyrenees, the proposed measures, organized by Consorcio de la Comunidad de Trabajo de los Pirineos, CTP, are to reduce risk from several hydrometeorological hazards; flooding and torrents, erosion, snow avalanches and rock fall. The measures include afforestation to reduce snow avalanche release, modification of river banks and beds to reduce torrent hazard, revegetation to reduce erosive rock fall from till deposits, and the use of local wood to prevent release of rock fall as well as forest management to reduce block velocity and runout.

The Norwegian NBS proposal, organized by Oppland County Administration, is to reduce flooding, erosion, and problematic redeposition in a confluence zone between a tributary and the main river. The measure is a green, receded barrier, to provide flooding space for the river and secure adequate conditions for the riparian vegetation and several red-list species.

PHUSICOS aims to involve stakeholders in Living Lab processes at the demonstration sites and has succeeded to different degrees depending on the starting point of the NBSs towards their implementation. Baseline surveys of key monitoring parameters are also being performed for selected measures at the three sites.

The main challenges include getting the most representative stakeholders involved in the Living Lab process, and, perhaps most important, adhering to the local laws and regulations, including environmental and tendering processes. These local regulations are already delaying the progress towards implementation of the measures within the time frame of PHUSICOS. The presentation will elaborate on the selected NBS, their co-benefits and on the challenges, which may be limiting factors for such projects.

How to cite: Solheim, A., Oen, A., Kalsnes, B., and Capobianco, V.: H2020 'PHUSICOS': Nature-based solutions to reduce hydro-meteorological risk in rural mountain areas, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9540, https://doi.org/10.5194/egusphere-egu2020-9540, 2020.

EGU2020-16946 | Displays | NH1.5

Hydro-meteorological monitoring activities in Portofino Natural Park (Italy) as demonstrator of the H2020 RECONECT project: preliminary results

Francesco Faccini, Fabio Luino, Alessandra Marchese, Guido Paliaga, and Laura Turconi

The European Horizon RECONECT Project (Regenerating ECOsystems with Nature-based solutions for hydro-meteorological risk rEduCTion) aims to contribute to a European reference framework on NBS by demonstrating, upscaling and spreading large-scale NBS in rural and natural areas.

The Italian RECONECT demonstrator is set in the Portofino Natural Park, which represents a unique natural landscape element with high ecologic, social, and economic (touristic) value and severely endangered by hydro-meteorological hazards.

The Portofino Promontory is historically affected by geo-hydrological events. They can produce natural instability processes related to the interaction between meteorological phenomena and the geological environment, which can potentially cause loss of the exposed elements at risk, as happened in the past. The more frequent processes are: shallow landslides and flash floods, sea-storm surges, rockfalls and mud-debris flows. Often, different processes can occur simultaneously during an intense meteorological event, interacting each other and causing an avalanche effect.

This research introduces the NBS interventions proposed in the RECONECT case study of Portofino over two pilot catchments (San Fruttuoso and Paraggi basins), visited by thousands of tourists all over the year. The project envisages the setting up of meteorological-hydrological stations for studying and monitoring geomorphological processes.

In particular, RECONECT project foresees the selection, installation and operation of hydro-meteorological instruments that include three weather stations, two hydrometers and two cameras to monitor small and very steep catchments.

Monitoring activity include the use of remote sensing survey LIDAR data, orthophotography and infrared aerial photography, whose acquisition has been carried out in January 2020.

Remote sensing and monitoring data are used to quantitatively assess the morphological features and processes, allowing to: a) evaluate the critical-instability areas along the slope and channels and to support the reconstruction of dry stone walls of the widespread terraced areas; b) evaluate the potentially more susceptible source areas of mud-debris flows and the identification of thresholds in meteorological conditions.

In relation to future projections of natural, social and economic impacts of climate change, NBS represent a relevant mitigation and adaptation strategy for the Portofino case study, which may be upscaled at national and international level.

How to cite: Faccini, F., Luino, F., Marchese, A., Paliaga, G., and Turconi, L.: Hydro-meteorological monitoring activities in Portofino Natural Park (Italy) as demonstrator of the H2020 RECONECT project: preliminary results, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-16946, https://doi.org/10.5194/egusphere-egu2020-16946, 2020.

EGU2020-1463 | Displays | NH1.5

Eco-hydrological soil carbon fluxes in established Nature-based solutions for soil protection

Alejandro Gonzalez Ollauri and Jing Ma

Nature-based solutions (NBS) for soil protection generally involve planting trees to provide effective soil reinforcement, stability and resilience over time. Atmospheric carbon accumulates in both plant and soil materials as the tree cover develops and establishes on a given NBS. However, the carbon stored in a given NBS is subjected to continue cycling as a result of decomposition and soil respiration processes, both linked to the soil’s water content. Consequently, carbon cycling rates within NBS could be regulated by the partition of rainfall into throughfall, dripfall and stemflow at the tree’s canopy. Yet, quantification of soil carbon fluxes related to eco-hydrological processes occurring at the plant-soil-atmosphere interface is rare and needs further investigation. As a result, a figure on the carbon footprint of NBS remains inaccurate. The aim of this study was to quantify soil carbon fluxes under changing meteorological conditions in a tree-vegetated embankment to ascertain the effect of rainfall partition at the tree’s canopy on carbon cycling. To this end, we investigated rainfall partitioning and soil carbon fluxes under six adult tree individuals of Populus nigra L., Dyospiros kaki Thunb., and Melia azedarach L. growing on an embankment in Xuzhou, China. The results showed that soil carbon fluxes were substantially higher on rainy days than on dry days. Nonetheless, we did not find convincing evidence suggesting that rainfall partition at the trees’ canopy contributed to the regulation of the soil carbon cycle. Herein, we discuss experimental limitations that should be addressed in future work to verify the eco-hydrological effect of vegetation on soil carbon fluxes in established NBS, as well as approaches for quantifying the carbon footprint of NBS.          

   

How to cite: Gonzalez Ollauri, A. and Ma, J.: Eco-hydrological soil carbon fluxes in established Nature-based solutions for soil protection, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1463, https://doi.org/10.5194/egusphere-egu2020-1463, 2020.

EGU2020-4718 | Displays | NH1.5

A meta-analysis of ecosystem services values of European floodplains: database setup and case study application

Francesca Perosa, Sami Fanger, Aude Zingraff-Hamed, and Markus Disse

The concept of ecosystem services (ES) can help to build a bridge between hydrology, nature, and society. In recent decades, Europe experienced severe catastrophic flood events. Simultaneously, the Floods Directive calls for the inclusion of ES as additional decisional support in flood management. In order to implement flood risk prevention while maximizing the benefits of nature to the society, a better understanding of the floodplains’ ES is required.

The study on the added value of floodplains in Europe has the aim to provide scientific support and answers to the following questions:

  • What are the most frequent ES in European flooding areas’ ecosystems? What are the differences and trends of investigated ES among the European countries?
  • Which environmental and societal factors are significant to explain the monetary value of floodplains’ ES in areas where no studies haven’t been conducted yet?
  • Can ES be used in real case studies to support decision-making in the field of flood risk management?

To answer these questions, a database containing ES studies and their assessed results in the last 20 years was set up and enriched with freely available geo-physical (e.g. land cover) and socio-economic (e.g. population) data. A meta-regression analysis is then applied to the ES values with the aim of extracting a value-transfer function for areas that haven’t been investigated yet. This allows estimating the ES monetary values of proposed floodplain restoration measures in different pilot areas of the Danube River Basin. The work done will help to prove the profitability of nature-based solutions to decision-makers and stakeholders affected by flood risk.

How to cite: Perosa, F., Fanger, S., Zingraff-Hamed, A., and Disse, M.: A meta-analysis of ecosystem services values of European floodplains: database setup and case study application, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4718, https://doi.org/10.5194/egusphere-egu2020-4718, 2020.

EGU2020-18263 | Displays | NH1.5

Monitoring-based identification of nature-based solutions to mitigate the impact of deep-seated gravitational slope deformations

Jan Pfeiffer, Thomas Zieher, Jan Schmieder, Martin Rutzinger, Annemarie Polderman, Daniela Engl, Johannes Anegg, and Veronika Lechner

Slow-moving deep-seated gravitational slope deformations (DSGSDs) cause constant deformation of the earth’s surface accompanied by damages on superimposed infrastructure. In order to sustain livelihoods in DSGSD affected regions, mitigation measures aiming to reduce the deformation rate are required. Nature-based solutions (NBS) provide an effective and sustainable alternative or addition to conventional technical engineered interventions. A comprehensive monitoring of the landslide movement and its hydrological drivers are essential for identifying and designing effective NBS. This contribution presents a concept of potential NBS to mitigate the impact of the Vögelsberg landslide (Tyrol, Austria). The developed NBS framework relies on geodetic and hydrological monitoring results that play a central role in identifying and quantifying landslide drivers and assessing the potential of modifying them. Furthermore, monitoring data can reveal the success of NBSs after their implementation. The landslide movement is monitored by terrestrial laser scanning (TLS), unmanned aerial vehicle laser scanning (ULS) and by means of an automatic tracking total station (ATTS). The slope’s hydrological conditions are monitored by piezometers in groundwater wells and monthly measurement campaigns of hydrological parameters such as discharge, electrical conductivity, temperature and stable water isotope ratios at springs, groundwater wells, drainages, streams as well as in precipitation and snow. Landslide displacement rates in the order of 5.2 cm/a for the more fluctuating part and 1.7 cm/a at the constantly creeping part of the landslide were determined. Variations in movement rates throughout the observation period correlate with groundwater level fluctuations which by themselves are triggered by preceding long-lasting precipitation or snowmelt events. Time series correlations indicate a time delay of water input and landslide acceleration of less than one month. Detailed hillslope investigations have shown that infiltration of stream water into the subsurface is one important process contributing to groundwater recharge. Sealing porous parts of streams with natural and impermeable materials is therefore suggested as one appropriate NBS. Stable water isotope analysis of groundwater and precipitation indicate that winter precipitation contributes more to groundwater recharge than summer precipitation. This finding demands further investigations on how snowmelt infiltration can be avoided using NBS. Strengthening the evapotranspiration with an adapted forest management on recharge areas would represent another natural mitigation measure contributing to a deceleration of the landslide. The effect of elaborated NBS on the groundwater recharge and slope stability will be analysed in detail by using numerical models.

How to cite: Pfeiffer, J., Zieher, T., Schmieder, J., Rutzinger, M., Polderman, A., Engl, D., Anegg, J., and Lechner, V.: Monitoring-based identification of nature-based solutions to mitigate the impact of deep-seated gravitational slope deformations, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18263, https://doi.org/10.5194/egusphere-egu2020-18263, 2020.

Several recent large flood events have had severe economic and social impacts. The winter 2015-16 UK floods resulted in 16,000 properties flooding and damage to critical infrastructure. It is increasingly being recognised that traditional approaches of flood defence are not sustainable due to the pressures of climate change and economic constraints. The solution to the flood risk problem in cities is no longer seen as being just on-site, and thinking is shifting upstream and to the catchment/landscape scales, known as Nature-Based Solutions or Natural Flood Management (NFM). The approach consists of measures that “Work with Natural Processes”, such as storing water in ponds, and slowing the flow in rivers. The evidence for the impacts is strong at the local scale, but the larger spatial scale impact is highly uncertain due to the cumulative impacts resulting from amplifying/mitigating effects of different interventions, controlled by spatial location and storm-track interaction.

To date, Nature-Based Solution schemes have proceeded on an opportunistic basis, without a clear design strategy (which measure and where to implement it). However, if schemes are implemented without clear understanding of their impacts, they may, at best, fail to achieve the optimum flood reduction benefit downstream, or, at worst, make flooding more severe (if implemented in inappropriate locations, when tributaries’ flows are synchronised).  

Impacts of NFM measures are spatially and temporally dependent i.e. the same intervention in two locations will have different effects on flows, and the same intervention will have different impacts during different storm events. Therefore, it is essential that when strategically designing NFM schemes for catchments, that WHERE? and WHAT? are answered together to optimise the impact, as it is possible that whilst upstream NFM may be beneficial locally it may make tributary peaks coincide and make flood magnitudes worse downstream. Here we demonstrate the importance of the spatial configuration of Nature-Based Solutions on their catchment scale effectiveness in reducing flood risk.

How to cite: Pattison, I.: Nature-Based Solutions: Dependency of Effectiveness on Spatial Configuration, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10899, https://doi.org/10.5194/egusphere-egu2020-10899, 2020.

EGU2020-7106 | Displays | NH1.5

Regenerating ecosystems with Nature-Based Solutions: demonstrator study Inn River Basin, Austria

Roy Molenaar, Bernhard Kohl, Leopold Stepanek, Manfred Kleidorfer, and Stefan Achleitner

Nature-Based Solutions (NBS) could be effective measures to respond to land degradation processes and events such as floods. This study demonstrates how to evaluate the benefits of afforestation being a long-term NBS utilizing a combination of an innovative monitoring technology and modelling approaches. The catchment Geroldsbach-Götzens is used as a lead catchment, being typical for numerous Alpine catchments with interacting urban and torrential features. The catchment comprises NBS such as afforestation being installed in the torrent since the early 1950ies.

We use an artificial rainfall runoff test site to test different scenarios and analyse runoff behaviour. Besides artificial rainfall simulations, the site is equipped for continuous monitoring of natural occurring rainfall runoff events. In that course, precipitation, snowfall, snow cover, air and soil parameters are assessed. The development and effects of measures over time are modelled utilizing as well the monitoring data. For generalizing and upscaling of the findings, especially with regard to (a) land use in torrents and (b) land use at the urban scale, models are realized as well for other catchments. Beyond realizing historic and current situations exclusively, land use scenarios for assessing the change over time and potential future scenarios are to be modelled.

Results can provide a quantification of the benefits and co-benefits of NBS such as: reduction of flood risks, improvement of the recreational qualities, and enhancement of biodiversity. Experience from the field can show the best practices and how to develop innovative ways that can be used for upscaling. Land use and climate scenarios give an indication of changes that can be expected over time and potential future scenarios. Overall findings lead to a better understanding of long-term implementation of NBS and support decision making of stakeholders in other catchments.

How to cite: Molenaar, R., Kohl, B., Stepanek, L., Kleidorfer, M., and Achleitner, S.: Regenerating ecosystems with Nature-Based Solutions: demonstrator study Inn River Basin, Austria, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7106, https://doi.org/10.5194/egusphere-egu2020-7106, 2020.

EGU2020-13199 | Displays | NH1.5

Retention potential analysis of river restoration and floodplain measures in different catchments of Bavaria, Germany

Michael Neumayer, Sonja Teschemacher, Fabian Merk, and Markus Disse

Nature-based solutions are an important component of integrated flood mitigation strategies for improving both the protection against hazardous flood events and the ecological conditions of river-floodplain systems. In order to be able to take these types of measures into account in upcoming flood management decisions, it must be possible to reliably estimate their effects on flood events. Therefore, this study focuses on a more general view on the catchment dependent contribution of combined river and floodplain restoration measures to the strengthening of river retention and flood protection. Furthermore, the importance of considering site-specific circumstances (e.g., the superposition of the flood waves of the main river and its tributaries), is evaluated.

The study is based on five investigation areas in Bavaria (Germany) with various topographic properties and different spatial scales (~ 90 – 560 km2). For each catchment, a physically based hydrological model (WaSiM) was coupled with the two-dimensional hydrodynamic model HYDRO_AS-2D by means of direct and diffuse inflow boundary conditions. Five flood events with various rainfall characteristics (advective/convective) and different return periods (5, 20 and 100 years) were generated with WaSiM. The holistic restoration scenarios are implemented by catchment dependent modifications of river channels and floodplains. As the aim of this study is to analyze the maximum possible efficiency of the restoration scenarios, it is assumed that almost the entire floodplain is available for the implementation of these measures. Highly restricted areas (e.g., settlement & industrial areas, important infrastructure) are excluded from this assumption. First results show that the peak discharge attenuations resulting from the restoration measures are exemplarily dependent on the characteristics of the floodplains (e.g., slope and extent) and the volumes of the flood events. It could be shown that the largest peak discharge attenuations (up to 28 %) and retardation (up to 8 h) occur in catchments with relatively flat and wide floodplains in combination with comparatively small flood volumes. Furthermore, the effectiveness of these measures can be considerably affected by local superposition effects with incoming tributaries. These effects can have site and event specific positive or negative impacts on the peak discharges and may not be neglected when planning restoration measures.

Based on these investigations, it is possible to evaluate if catchments are likely to be suitable for river and floodplain restoration in the course of flood management decisions. However, the effectiveness of the measures is always influenced by a combination of many area-specific factors that can only be predicted to a limited extent and therefore requires the modelling of an area.

How to cite: Neumayer, M., Teschemacher, S., Merk, F., and Disse, M.: Retention potential analysis of river restoration and floodplain measures in different catchments of Bavaria, Germany, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13199, https://doi.org/10.5194/egusphere-egu2020-13199, 2020.

EGU2020-19572 | Displays | NH1.5

Laboratory experiments for analysing the impact of herbaceous vegetation on riverbank erosion

Elena Toth, Massimo Guerrero, Carmine Gerardo Gragnano, Alessio Domeneghetti, and Daniela D'Agostino

Planting of herbaceous vegetation on riverbanks is a measure for reducing river flooding occurrence, through the protection of the bank face from fluvial erosion. In fact, mitigating the erosive action of the water flow and improving soil resistance by increasing the strength of the bank material with their roots, such nature-based solution reduces the risk of local and shallow instability mechanisms that may lead to the collapse of levees and riverbanks during flood events.

While there is nowadays a wide experience on the use of vegetation over hill slopes and other ‘mainly dry’ soil conditions, a carefully calibrated design approach to understand the vegetation impact inside the river bed and banks, under flood flow forcing, represents a much less explored research field, which is investigated in the Open Air Lab-Italy in the EU H2020 project OPERANDUM. To address this important and complex problem, a combined use of laboratory experiments, site monitoring and numerical analysis is required to improve actual procedures and standards.

In the present work, the principal focus is on the design, preparation and deployment of the laboratory activities, extremely rare in the literature, with a discussion on the first experimental findings and observations. A set of experiments in a recirculating, tilting hydraulic flume are designed and implemented, in order to gain, in a controlled environment, information on the influence of the vegetation on both hydraulic and erosive processes.

During the experimental tests, water flow depth and velocity are monitored through UPV Ultrasound Velocity Profilers and Particle Tracking Velocimetry, in order to estimate the tangential stress at the soil-water interface. The main challenge resulted to be the estimation of the volumes of soil eroded during the experiments, due to the very limited quantities that are eroded and to the particularly fine-grained texture of the soil (that was collected from a real embankment of the river Panaro, reference case for the Open Air Lab).

The laboratory experiments allowed to compare the impact of different flow regimes (varying the channel slope, different flow velocity fields were tested) over soils vegetated with both shallow-rooted and deep-rooted perennial herbaceous species, and the results will successively help to analyse the hydraulic and erosive processes on the riverbanks, where such vegetation cover will be installed.

How to cite: Toth, E., Guerrero, M., Gragnano, C. G., Domeneghetti, A., and D'Agostino, D.: Laboratory experiments for analysing the impact of herbaceous vegetation on riverbank erosion, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19572, https://doi.org/10.5194/egusphere-egu2020-19572, 2020.

EGU2020-22537 | Displays | NH1.5

Is-it worth investing in NBS aiming at mitigating water risks? Insights from the economic assessment of NAIAD case studies

Philippe Le Coent, Cécile Herivaux, Javier Calatrava, Roxane Marchal, David Mouncoulon, Camilo Benitez-Avila, Monica Altamirano, Amandine Gnonlonfin, Nina Graveline, Guillaume Piton, and Kieran Daartee

The economic advantage of NBS solutions aiming at mitigating water-risk is widely put forward as an argument for their development. There is nevertheless limited scientific evidence to support this argument. This paper therefore elaborates a methodological framework for the economic assessment of NBS and presents its application to three NAIAD case studies (the Lez catchment, France; Rotterdam, the Netherlands and Brague catchment, France). Robust methods are particularly applied for the estimation of the benefits associated with NBS. Physical models coupled with damage estimation models are developed to estimate the avoided damages generated by NBS. A diversity of ecosystem service valuation methods are also applied to evaluate the monetary value of NBS co-benefits: contingent valuation (Brague), choice experiment (Lez) and direct valuation methods (Rotterdam). We estimate the cost of implementation and maintenance mainly through the transfer of values coming from studies in similar contexts. Proxies are used to estimate the opportunity costs associated with the development of NBS. Finally, these estimations are compiled in a cost-benefit indicator allowing the estimation of the economic efficiency of NBS strategies. The study confirms that the cost of implementation and maintenance of NBS strategies is lower than the cost of grey solutions for the same level of water risk management, emphasizing the better cost-effectiveness of these solutions. Benefits in terms of avoided damages are however not sufficient to cover investment and maintenance costs. The cost–effectiveness of NBS strategies, which are combinations of individual NBS measures, may be improved by combining cost effective individual NBS measures. There is indeed a very large heterogeneity of cost-effectiveness of individual NBS measures (cost/m3 of water retention). Results also reveal that co-benefits represent the largest share of the value generated by NBS strategies. It is therefore of utmost importance that co-benefits are integrated in the economic valuation of NBS for them to be judged economically efficient. This conclusion must be taken into account in the elaboration of NBS funding strategies.There is finally no clear-cut conclusion on the overall economic efficiency of NBS throughout the case studies. Lez reveal a positive cost-benefit analysis, while Rotterdam and Brague cases do not. Results are therefore case-specific and confirm the importance to carry out thorough economic valuations of a diversity of strategies at each sites, including NBS, grey and hybrid solutions, in order to identify the most adequate strategy for water risk management and to address territorial challenges.

How to cite: Le Coent, P., Herivaux, C., Calatrava, J., Marchal, R., Mouncoulon, D., Benitez-Avila, C., Altamirano, M., Gnonlonfin, A., Graveline, N., Piton, G., and Daartee, K.: Is-it worth investing in NBS aiming at mitigating water risks? Insights from the economic assessment of NAIAD case studies, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22537, https://doi.org/10.5194/egusphere-egu2020-22537, 2020.

EGU2020-20068 | Displays | NH1.5 | Highlight

Involvement of stakeholders in the selection and implementation of Nature-Based Solutions for hydro-meteorological risk reduction

Laddaporn Ruangpan, Jasna Plavšić, Zoran Voijnovic, Tobias Bahlmann, Alida Alves, Anja Randelović, Andrijana Todorović, and Mário J. Franca

The evidence to date shows that hydro-meteorological risks are likely to become more extreme in the foreseeable future. The continuously changing climate has also led to increasing pressure on the environment and human society. For these reasons, effective and sustainable methods for hydro-meteorological risk management are becoming more important. As an umbrella concept, Nature-Based Solutions (NBS) have been promoted due to their potential in reducing hydro-meteorological risk, adapting to climate change, and providing a wide range of co-benefits to nature and human well-being. The procedure of efficient planning and selection of NBS is a complex process that requires the involvement of multiple stakeholders. Measures need to be evaluated taking into account their primary function for hydro-meteorological risk reduction, potential co-benefits and specific local requirements. This paper presents a methodology to select NBS measures for reducing hydro-meteorological risk and increase co-benefits at the river basin scale. This is achieved by using stakeholder opinion to identify the importance of benefits and NBS in the area under consideration. A broad range of benefits has been included, such as risk reduction, water quality, habitat structure, biodiversity, socio-economic, and human well-being. This methodology has been applied to the case study of Tamnava River Basin in Serbia from RECONECT project. The results from this case study highlight the importance of involving local stakeholders in early stages of selection and implementation of NBS as part of the wider stakeholder co-creation process. The results also indicate the potential of the new methodology to assist decision-makers in the selection and implementation of NBS.

How to cite: Ruangpan, L., Plavšić, J., Voijnovic, Z., Bahlmann, T., Alves, A., Randelović, A., Todorović, A., and J. Franca, M.: Involvement of stakeholders in the selection and implementation of Nature-Based Solutions for hydro-meteorological risk reduction, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20068, https://doi.org/10.5194/egusphere-egu2020-20068, 2020.

EGU2020-21457 | Displays | NH1.5

Using NutSpaFHy model to assess nature-based solutions for mitigating nutrient and sediment loading under changing forest management and climate scenarios

Aura Salmivaara, Liisa Ukonmaanaho, Antti Leinonen, Leena Finér, Natalia Korhonen, Heikki Tuomenvirta, and Ari Laurén

Forest harvesting increases nutrient and sediment load to the adjacent watercourses and further deteriorates water quality. Effect is stronger after heavy rainfall events, which are predicted to be more frequent in future and thus, posing an increased risk of leaching of dissolved elements and suspended solids. There are several potential nature-base solutions (NBS) available to mitigate export of nutrients and suspended solids. The efficiency of most of them is based on their ability to reduce flow velocity and ability to capture eroded suspended solids and nutrients before they enter to the receiving water body. Such NBS include e.g. sedimentation ponds and pits, as well as peak flow control structures, constructed wetlands and overland flow areas. Furthermore, certain forest management practices such as continuous cover forestry are assumed to decrease leaching of nutrients and suspended solids.

Nutrient and sediment loading emerges as a result of complex processes that have spatial and temporal variability. In order to be able to assess the current and future status of nutrient and sediment loading, the factors influencing those and possible management actions to mitigate negative impacts, we need a systemic approach based on modelling tools. In Finland, the decision support protocol is used for producing catchment scale nutrient and sediment load scenarios including different NBS and their combinations to involve the local land owners and other stakeholders in co-designing the sustainable future for Lake Puruvesi. The decision support protocol (NIM) considers the loading of nutrients and sediment from the terrestrial part of the catchment with each land use separately and combines this with the ecological status of the receiving water body. NutSpaFHy is a grid-based catchment-scale distributed model based on a simplified and computationally efficient hydrological model SpaFHy and is part of NIM enabling the identification of forest management history and its load and anticipation of future, probable forest management and the resulting load. NutSpaFHy includes a nutrient balance component where nutrient uptake, release and storage are quantified grid by grid (16m resolution) at daily scale based on meteorological drivers and spatial data from national forest inventory and soil and topography. After calculating nutrient balance, the export loading component is used, and it includes an exponential delay function which is built upon the hydrological simulation and nutrient balance quantification. NutSpaFHy is simulating export loading with good performance level during climatological events in boreal forested catchments. NutSpaFHy utilizes open source datasets available, including forest resource data, digital elevation model (DEM) and soil maps. Built upon simulated forest growth information, soil water table and saturation deficits modelled by SpaFHy, a grid-scale computation of daily N and P balance was conducted.

Nutrient loads are calculated in current and future climate with two different logging scenarios to assess the functioning of the NBS in mitigating nutrient loading. The results will show the role and potential of NBS in future climate.

How to cite: Salmivaara, A., Ukonmaanaho, L., Leinonen, A., Finér, L., Korhonen, N., Tuomenvirta, H., and Laurén, A.: Using NutSpaFHy model to assess nature-based solutions for mitigating nutrient and sediment loading under changing forest management and climate scenarios, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21457, https://doi.org/10.5194/egusphere-egu2020-21457, 2020.

EGU2020-18851 | Displays | NH1.5 | Highlight

A Geospatial Information Knowledge Platform for NBS tackling hydro-meteorological hazards: key features and innovative aspects

Laura S. Leo, Sasa Vranic, Milan Kalas, Sisay E. Debele, Flavio Bertini, Joy Ommer, Danilo Montesi, Irina Pavlova, Prashant Kumar, and Silvana Di Sabatino

As part of H2020 OPERANDUM project, a multi-dimensional, open and user-friendly platform is being developed, named OPERANDUM Geospatial Information Knowledge Platform (GeoIKP), which enables stakeholders and end-users to improve their knowledge of nature-based solutions (NBS) as a long-term and sustainable measure for mitigation and reduction of flooding, coastal erosion, landslide and other hydro-meteorological hazards.

 This contribution offers an overview of GeoIKP and discusses in detail some of the innovative aspects of the platform, such as a the integration of a NBS data management portal with a web application offering advanced webGIS tools, a comprehensive catalogue of NBS, as well as analytical algorithms to demonstrate the effectiveness of NBS in reducing hydro-meteorological risks.

The platform design is being based on intuitive techniques, ease of access, dynamic navigability, interactive knowledge management, and multiple format compatibility. It empowers the multiple and diverse actors involved in the NBS co-design/co-development process (policymakers, citizens, enterprises, scientists, etc.) to visualize and query geo-referenced data for the specific area of interest.

In its first - yet preliminary - release, GeoIKP already offers a variety of functionalities and geo-referenced data of relevance for NBS, while at the same time it provides more standardized ways for NBS data (and metadata) management and cataloging.

 We conclude by reflecting on some of the current challenges associated with NBS data, such as adequacy and discoverability.

How to cite: Leo, L. S., Vranic, S., Kalas, M., Debele, S. E., Bertini, F., Ommer, J., Montesi, D., Pavlova, I., Kumar, P., and Di Sabatino, S.: A Geospatial Information Knowledge Platform for NBS tackling hydro-meteorological hazards: key features and innovative aspects, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18851, https://doi.org/10.5194/egusphere-egu2020-18851, 2020.

EGU2020-2710 | Displays | NH1.5 | Highlight

PHUSICOS platform: Nature-based solutions to reduce risk in mountain landscapes

Audrey Baills, Severine Bernardie, Olivier Frezot, and Gaelle Marquis and the PHUSICOS Team

PHUSICOS platform aims at gathering nature-based solutions (NBS) relevant to reduce hydro-geological risks in mountain landscapes. The platform can be accessed directly through a web portal It is based on an Open Source CMS website, including a filer to store documents and a map server to bring ergonomic and powerful access. Furthermore, a list of metadata has been proposed to structure the information. These metadata have provided the baseline for database content and the platform has been filed with the literature review of existing NBSs related to extreme hydro-meteorological events. In particular this review integrates existing case studies presented in existing platforms. That is why PHUSICOS platform has been built to be coherent with these platforms. Nine platforms were identified during the inventory of NBSs of interest for PHUSICOS: Oppla, Think Nature, NAIAD, The European Climate Adaptation Platform (CLIM-ADAPT), Urban Nature Atlas, Prevention Web, Adaptation Community, PANORAMA – Solutions for a Healthy Planet and RECONNECT.

Contribution to PHUSICOS platform is open to registered users. A questionnaire based on relevant data, necessary for the definition and identification of the NBS (metadata, to be used for searching the NBSs within the platform) has been defined to enter new entries. Next step will be the implementation of the evaluation for providing a ranking list of NBS according to a multi-criteria approach.

The platform now gathers 46 entries and will be enriched all along the project, in particular with NBS that will be implemented in PHUSICOS demonstrator sites: the Serchio River Basin (Italy), the Valley of Gudbrandsdalen (Norway) and the Pyrenees (Spain-France-Andorra).

The full structure of the platform and preliminary content are presented in this work.

How to cite: Baills, A., Bernardie, S., Frezot, O., and Marquis, G. and the PHUSICOS Team: PHUSICOS platform: Nature-based solutions to reduce risk in mountain landscapes, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2710, https://doi.org/10.5194/egusphere-egu2020-2710, 2020.

EGU2020-3206 | Displays | NH1.5

Pruning intensity of street trees and associated effects on ecosystem services

Su-Ting Cheng and Shuo Wei

Urban street trees provide multiple ecosystem services to city residents. In the Taipei city of Taiwan, street tree pruning is periodically applied due to disastrous prevention of typhoons or storms. To understand how pruning intensity affects the value of ecosystem services, we evaluated the changes of ecosystem services provided by a total of 87,014 street trees in Taipei in terms of pollution removal, carbon storage, gross carbon sequestration, and runoff avoidance. The current status of each ecosystem service was calculated using i-Tree Eco developed by US Forest Service based on the street tree inventory conducted by Parks and Street Lights Office, Taipei City Government during 2015 to 2017. Inventory information included tree species, diameter at breast height (DBH), tree height, and their locations. To simulate pruning intensity from 10% to 100%, we adjusted the crown missing rate from the current canopy cover estimated by DBH and tree height and quantified their associated effects on the ecosystem services. Then, for comparison purposes, each ecosystem service was transformed into monetary values using US market value of water, carbon, air pollution removal, and electricity. Our analysis showed that the Taipei street trees currently hold a relatively stable age structure with lower risk of disease or pest outbreak. These trees were estimated to deliver ecosystem services of equivalent value of 5.6 million USD, to which 4.97 million USD was contributed by carbon storage. Based on the pruning intensity simulation, we suggest a 20% or lower pruning intensity considering street trees’ impairment and physiology, to maximize the ecosystem service values. We also recommend landscape managers to monitor and assess the growth and health of the street trees to promote sustainable development in the Taipei city.

How to cite: Cheng, S.-T. and Wei, S.: Pruning intensity of street trees and associated effects on ecosystem services, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3206, https://doi.org/10.5194/egusphere-egu2020-3206, 2020.

EGU2020-9619 | Displays | NH1.5

Monitoring the efficacy of Natural Flood Management structures on flow attenuation and flood risk reduction

Tamsin Lockwood, Jim Freer, Katerina Michaelides, Gemma Coxon, Tom Richardson, Richard Brazier, Ben Thorne, and Louise Webb

Land use and management changes and landscape modifications, including urbanisation and agricultural intensification, have resulted in significant increases in flood risk across the UK in recent decades. To combat this, a shift towards catchment-based flood risk management has seen a marked rise in Natural Flood Management (NFM) schemes applied across the UK. These schemes largely represent mitigation strategies that work with natural processes to restore and augment hydrological and morphological catchment features for enhancing downstream flood resilience through the slowing, storing and filtering of runoff and flow. This has been implemented through the introduction of woody debris, afforestation of floodplains and runoff attenuation features. However, despite growing evidence highlighting their potential benefits, the function of these structures in the landscape and their effectiveness for flood risk reduction is still highly uncertain.

 

To address this knowledge gap, this study evaluates the effectiveness of a range of larger-scale floodplain and in-channel NFM features for flow attenuation and flood risk reduction.  To achieve this, a two-year field campaign was conducted in Somerset, South West England, involving the collection of continuous discharge, storage volume and local rainfall data at four sites in the Tone and Parrett catchments. The sites contained NFM structures including offline and online storage ponds and in-channel woody debris. Using these data, filling, storing and spilling capabilities were characterised through the utilisation of field-scale DEMs from Structure from Motion (SfM) and manual surveys. Storm events were separated, and key hydrograph characteristics analysed, to determine the effect of NFM structures on high flow events and the potential for flow attenuation.

 

The results indicate an increase in storage and flow attenuation as a result of the inclusion of NFM. Increases in flow lag time downstream of in-channel features were identified, relative to an upstream gauge. Longer recession limbs were also recorded downstream of storage ponds, illustrating the buffering influence of upstream structures and the consequential slowed water release downstream. Floodplain-based storage structures were found to only function optimally during the largest events, where pond filling could occur directly from the channel and flow is temporarily stored on the floodplain. These results will provide vital evidence for both local and national NFM applications.

How to cite: Lockwood, T., Freer, J., Michaelides, K., Coxon, G., Richardson, T., Brazier, R., Thorne, B., and Webb, L.: Monitoring the efficacy of Natural Flood Management structures on flow attenuation and flood risk reduction, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9619, https://doi.org/10.5194/egusphere-egu2020-9619, 2020.

EGU2020-22559 | Displays | NH1.5

Combining water engineering and landscape architecture practices for multifunctional and robust design of Nature-Based Solutions

Lei Zhong, Zoran Vojinovic Zoran Vojinovic, and Mário Francac

Hydro-meteorological disasters have shown the fastest rate among all natural disasters. This is due to several factors: i) climate change, ii) population growth and land use change, and iii) poor water management practices. Traditional engineering solutions have shown to be ineffective in responding to such challenges and hydro-meteorological risks in general. In this respect, Nature-Based Solutions (NBS) offer the means to respond to such increasing challenges by providing a range of benefits (i.e., hydro-meteorological risk reduction) and co-benefits (i.e., ecosystems restoration and increase socio-economic values). The need to incorporate numerous benefits and co-benefits into the design of NBS calls for a combination of knowledges and practices from water engineering and landscape architecture. These would be necessary to design an NBS site that have multiple functions that can incorporate multiple benefits and co-benefits. At the same time, NBS should be designed in such way to withstand possible changes and pressures. This in turn calls for novel design practices of NBS to support planning and implementation that can achieve multifunctional and robust results. In this work, a framework for multifunctional and robust design of NBS is addressed. This framework will combine the use of hydrodynamic models, GIS tools, topology analysis, adaptive options analysis, adaptive pathway design, multi-criteria analysis, cost-benefit analysis, and robustness evaluation. The framework will be applied to one of the RECONECT cases and the first results will be presented.

How to cite: Zhong, L., Zoran Vojinovic, Z. V., and Francac, M.: Combining water engineering and landscape architecture practices for multifunctional and robust design of Nature-Based Solutions , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22559, https://doi.org/10.5194/egusphere-egu2020-22559, 2020.

Mitigation of the perceived risks of climate change is urgent issue in many fields. This research focuses on providing information to support decision making in mitigation of hydro-meteorological risks that climate change causes to the water quality in Lake Puruvesi and in its sub-catchment area. This study reviews continuous cover forestry (CCF) and buffer zones as possible nature-based solutions (NBS) that could achieve the goal of keeping the water quality level in study site on current level or improve it. The main research question of this research is: Is it economically cost-efficient to implement continuous cover forestry and buffer zones as nature-based solutions to mitigate nutrient loading in research area so that the water quality will stay at least at the current level in the future?

Previous research has shown that CCF can be economically feasible way to manage forests. In addition to this, continuous cover forestry and buffer zones can reduce nutrient loading from forests to nearby waters. These solutions are evaluated in the framework of cost-benefit analysis which is the main method in this study. The aim is to monetize costs and benefits that NBS implementation will cause. If the net social benefits after analysis are positive, the project should be recommended. In this study recreation values from the study site were obtained by utilizing pre-existing valuation studies made by Finnish Natural Resource Center. Costs on the other hand were derived by using size-structured forest optimization model. The economic loss for forest owners is the difference between their optimal forest management choice, and the optimized solution, where clearcutting is restricted. In the buffer zone case optimization was similar but the costs from buffer zones are directly the maximized profits from forest as the buffer zone is completely left out from any forestry.

In both cases CCF was the optimal forest management regime for the sample forests. When these costs were compared to the benefits this study produced positive net social benefits and hence CCF and buffer zones should be recommended as NBS in the study site. However, there are quite large assumptions made in this study, and further modeling of nutrient flow in study site is required as the quantified impacts of nutrient run-off are still unclear. For this reason, further research is required for more precise analysis regarding quantified impacts.

How to cite: Juvonen, J.: Cost-Benefit Analysis of continuous cover forestry and buffer zones as Nature Based Solutions to preserve water quality level in Lake Puruvesi and in its sub-catchment area., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8171, https://doi.org/10.5194/egusphere-egu2020-8171, 2020.

Nature-based retention measures are an essential part of a sustainable and integrated flood protection strategy and can contribute to a holistic flood mitigation approach. Thereby river restoration measures such as channel widening, or flow path extension to increase the channel meandering represent successfully used components. Coupled with flood plain measures, retarding and retention effects of flood events are possible. These effects are commonly computed applying two-dimensional hydrodynamic modelling approaches. However, these developments rely on high spatial and temporal resolutions which are generally characterized by a high computational demand and are hence time and cost expensive. Thus, the evaluation and derivation of flood routing parameters to reproduce the resulting hydrodynamical processes in hydrological models can provide an effective and fast computation of river restoration scenarios.

 

The objective in the present study is the derivation and application of flood routing parameters which can account for the effects of river restoration and flood plain measures in hydrological models. Further, this study aims to determine if the catchment and scale specific outcomes and parameter sets are also applicable to a broader range of catchments.

For this purpose, commonly applied flood routing approaches and the associated parameters used in hydrological models (e.g. the kinematic wave approach in the WaSiM model) are investigated for catchments of different scales in Bavaria (Germany) and for flood events of varying characteristics (e.g. return period, flood volume). To determine the effects of channel restoration and flood plain measures, two-dimensional hydrodynamic models (HYDRO_AS-2D) are set up to simulate the current state as well as restoration scenarios. Based on the simulation results of the hydrodynamic models, the parameters of the flood routing approaches are calibrated to match the catchment specific restoration effects for a first set of river sections. Catchment and scale dependent parameter sets (dominating valley type, flood plain slopes) are then derived to reproduce the specific river restoration. First results of the calibration of the parameter sets show a satisfying fit of the hydrological model to different restoration scenarios of the hydrodynamic model. For the validation of the derived parameter sets of the flood routing methods in the hydrological model additional river sections of the hydrodynamic models are subsequently investigated.

The implementation of the new flood routing parametrization of the hydrological models is finally examined as an alternative resource efficient way of calculating the effects of river restoration scenarios. Moreover, the applicability of the outcomes as a cost-efficient alternative compared to hydrodynamic models in land use planning and risk assessment is assessed and discussed within the frame of river restorations as flood mitigation measures.

How to cite: Merk, F., Neumayer, M., Teschemacher, S., and Disse, M.: Evaluation of adapted hydrological flood routing approaches as a cost-efficient contribution for the assessment of nature-based flood mitigation measures , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13150, https://doi.org/10.5194/egusphere-egu2020-13150, 2020.

In recent years, the risk of flooding disasters caused by climate change has increased, and a new concept of runoff sharing has been proposed in China. It is an operation method based on the area of ​​the catchment from the perspective of water conservancy. However, the basin area is also a spatial unit of human economic activity. Social and economic development and the distribution of runoff responsibilities clearly show a mutual measurement relationship, and the land has a certain social responsibility to handle its own runoff. How can it be distributed fairly and efficiently? The issue of responsibility for runoff sharing has become an important issue for joint initiatives in the field of soil and water. 

 

In the case of considering the watershed as a spatial scope, in addition to considering its own hydrological properties, there are also socioeconomic development issues that should be clarified and discussed step by step. Therefore, this study attempts to use the three-stage data envelopment analysis (DEA) method to consider hydrology The concept of interaction with the socio-economic environment takes into account the impact of exogenous factors on the allocation of runoff responsibility, and evaluates the efficiency of runoff responsibility. In view of this, from the standpoint of the government and residents sharing the runoff, this study effectively combines the different types of data of the social, economic, and ecological environments in the catchment areas to carry out a comprehensive assessment, and weighs out the optimal distribution efficiency of the overall river basin. 

 

This study is divided into three parts to clarify the distribution of runoff responsibilities, which are divided into: (1) Establishing an assessment framework for the distribution of river basin runoff responsibilities: Based on the analysis of the spatial unit of the catchment area, an attempt is made to integrate different regional development conditions, which can be summarized Appropriate and appropriate distribution methods; (2) Weighing the fairness and efficiency of the distribution of runoff responsibilities in the spatial unit of the watershed: Point out the current runoff responsibility distribution model and characteristics of the catchment area; (3) Attempt to develop the principles for the use of land use planning, Apply the concept of runoff responsibility to land use planning. 

 

Based on the results of this study, a more fair way to distribute runoff responsibilities is proposed, and a new perspective on social natural equality from the river basin scale is clarified. The key factors that affect the distribution of runoff responsibilities are clear. Efficiently undertake total runoff and provide policy planning advice. Try to discuss the issue of runoff responsibility allocation from the field of urban planning, provide river basin runoff responsibility with a planning vision, strengthen the spatial thinking of water and soil dialogue, and look forward to providing a new model of river basin governance in extreme climates. 

How to cite: Kuan Ling, C., Hsueh Sheng, C., and Hao Teng, C.: Evaluation of Environmental Efficiency of Runoff Responsibility Distribution from the Perspective of Equity and Efficiency, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-16932, https://doi.org/10.5194/egusphere-egu2020-16932, 2020.

EGU2020-12215 | Displays | NH1.5

Deployment of Green roof top as a Nature Based Solution in Dublin, Ireland

Arunima Sarkar Basu, Bidroha Basu, Srikanta Sannigrahi, and Francesco Pilla

In the recent past, severe flooding have caused major natural disasters leading to severe damage to public property, infrastructure and human life. The threat of flooding can be attributed to rapid growth in population, uncontrolled urban expansion, global warming and climate change. It has been reported that more than 100,000 people were killed and over 1.4 billion people were affected worldwide due to flooding over the past ten years. The main contributing factors of flooding that affect death or injury to people include flood depth, velocity of flood flow and the degree to which people are exposed to flood in the region. A significant increase in rate of flooding occurred due to decrease in vegetation cover and increase in the imperviousness at urban areas, leading to decrease in the efficiency of urban drainage system that increase proneness of flooding. This study identifies an innovative approach to flood control by deployment of a Nature based solution (NBS). NBS is relatively new approach to tackle flooding and is a solution framed with an inspiration and support from nature. This research focuses on addressing the following three questions: which NBS to deploy, how to identify the ideal site for deployment of the selected NBS, and how to quantify the effectiveness of the deployed NBS in terms of flood control/reduction? As a part of the EU Horizon 2020’s OPERANDUM project, the case study is being conducted at Dublin as the Open Air Laboratory Ireland. The NBS implementation study has been initiated along with the partnership of Dublin City Council. Preliminarily, city planning rules and land development guidelines were reviewed from Dublin and green roof was selected as the potential NBS. Subsequently, rainfall-runoff based hydrological modelling was performed to assess the potential flood hazard areas and to identify an effective location for implementation of NBS. For this purpose, the hydrological model was simulated with and without the presence of NBS at different potential locations and the site exhibiting highest flood control was selected to be the optimal location. The selected location is close to the Dublin Port and adjacent to River Liffey, which is the main river in Dublin. In order to show the effectiveness of the green roof NBS, real world data has been collected before and after implementation of the NBS to assess its effectiveness in real world framework.

How to cite: Sarkar Basu, A., Basu, B., Sannigrahi, S., and Pilla, F.: Deployment of Green roof top as a Nature Based Solution in Dublin, Ireland, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12215, https://doi.org/10.5194/egusphere-egu2020-12215, 2020.

Nature-based solutions (NBS) are the bundle of natural and ecological functions that are proven to be beneficial to address varied socio-ecological challenges at cities. The conceptual adaptation of NBS alternatives in managing leading issues such as climate change and its impact on community well-being, sustainable uses of natural resources, encouragement for using soft engineering approaches for nourishing synergic benefits of natural capitals, empowering population health and reducing disaster risk are increasing substantially over the past few decades. The other term Ecosystem Services (ESs) refers to the variety of supports and benefits that humans obtained from the natural environment, which add human well-fare and improve the overall socio-ecological status at cities. NBS alternatives include increase in green areas by urban forestry and plantation, preserving urban inland water bodies and wetlands, introducing sustainable, cost-efficient, and environment-friendly urban drainage and sewage systems, reducing the impervious surface cover by increasing green cover, etc. However, substantial evidence is required to understand the importance of NBS alternatives and its implication in producing various regulatory, provisioning, supporting, and cultural urban ecosystem services that collectively produce ranges of economic, social, and environmental supports and benefits. This study performs a thorough quantitative and qualitative assessment to explore the possibilities of adopting varied NBS alternatives to reduce environmental problems in a city and to quantify the economic values of different NBS alternatives using spatially explicit biophysical and economic valuation approaches. Two spatially explicit integrated models Integrated Valuation of Ecosystem Services and Trade-off (InVEST) and Soil Water Assessment Tool (SWAT) was used to quantify the biophysical and economic values of different NBS alternatives and ESs in Dublin, Ireland. The outcome of the study could be a reference to the concerned stakeholders, decision-makers, urban planners, and land administrators for adopting suitable NBS alternatives in managing the uprising environmental and socioecological issues in a city region.

How to cite: Sannigrahi, S., Basu, B., Sarkar Basu, A., and Pilla, F.: Ecosystem service-based approach for evaluating the effectiveness of nature-based solution in mitigating climate change and land degradation issues in a city region, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19413, https://doi.org/10.5194/egusphere-egu2020-19413, 2020.

EGU2020-21358 | Displays | NH1.5

STONEWALLS4LIFE - using Dry-Stone Walls as a Multi-purpose Climate Change Adaptation tool: preliminary results in terms of geological and geomorphological quantitative analysis.

Andrea Vigo, Andrea Mandarino, Giacomo Pepe, Emanuele Raso, Ugo Miretti, Alba Bernini, and Marco Firpo

Due to its rugged morphology and a general lack of flat areas suitable for cultivation, Liguria region is widely characterized by slope terracing, carried out by its inhabitants for centuries. Slope terraces are usually retained by dry-stone walls; secondly, by retaining walls made of stones bounded by lime mortar or by grassy edges, in this case characterized by the absence of retaining structures.

The widespread abandonment of rural areas that occurred in the second half of the last century resulted in a diffuse lack of dry-stone walls maintenance, which is a fundamental activity in order to keep the function of dry-stone structures. Such aspect, together with an increasing occurrence of extreme hydro-meteorological events over the last years, accelerates the dry-stone walls decay and collapse, as well as the instability of single terraces and consequently of the whole terraced slope.

This is the case in which the Cinque Terre National Park (eastern Liguria, north-western Italy) is involved, a narrow strip of land close to the seaside and characterized by small valleys and terraced slopes showing high steepness values. This anthropogenic landscape represents a high-value peculiarity attracting more than three million tourists every year.

The main objective of the project is to demonstrate how an ancient technology, drystone walling, can be effectively used to improve the resilience of the territory to climate change by adopting a socially and technically innovative approach. Stonewalls4life started in the second half of 2019 involving many subjects, both public bodies and privates, in a multidisciplinary workgroup.

More into details, it will be demonstrated on a specific site measuring 6 hectares (Manarola, Cinque Terre) the climate change adaptation effectiveness of the approach by restoring abandoned drystone terraces, making them more resilient with innovative techniques; at the same time, three additional sites were identified in order to test the approach under different circumstances (two within the same territory, one in Catalonia – Parc del Garraf – with dissimilar conditions). Furthermore, from a scientific point of view, the project will allow to carry out a quantitative and objective assessment of the dry-stone walls effectiveness against extreme rainfall events, through the installation of several multiparameter stations that will record in continuous a set of geo-hydrological parameters associated to walls.

An extensive and detailed geological and geomorphological survey activity along with GIS analysis and bibliographical research has been carried out in order to create a geological-structural model of the aforementioned site and to identify its geomorphological features. Moreover, an accurate mapping and analysis of dry-stone walls has been performed employing an innovative approach developed in the frame of the project and based on field-surveyed and remotely-sensed data.

The outcomes represent a solid base for the implementation of the future phases of the project, in particular to understand the relationship among the geological, geomorphological and anthropic features of the area with the terraced-slopes stability in order to develop an accurate management plan concerning the dry-stone walls recovery activity.

How to cite: Vigo, A., Mandarino, A., Pepe, G., Raso, E., Miretti, U., Bernini, A., and Firpo, M.: STONEWALLS4LIFE - using Dry-Stone Walls as a Multi-purpose Climate Change Adaptation tool: preliminary results in terms of geological and geomorphological quantitative analysis., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21358, https://doi.org/10.5194/egusphere-egu2020-21358, 2020.

EGU2020-19039 | Displays | NH1.5

Heat ascribed mortality in southeast England

Jeetendra Sahani, Sisay Debele, Silvana Di Sabatino, and Prashant Kumar

Global warming induced climate change is bringing periods of extremely hot summer days called heatwaves across the world. Its frequency, intensity and magnitude have escalated multifold in recent decades and have been predicted to keep intensifying. Many past studies have only focused on cities for heatwave risk assessment overlooking the risks in suburban and rural areas. The aim of this work is to form a scientific framework for preparing and managing the human-health impacts of heatwaves in more pastoral regions. We associated  the extreme temperature with mortality to evaluate its risk using recent data on daily-deaths and maximum temperature from nine counties of southeast England for the period of 1981-2014. The reproduced methodology will also be applied to OPERANDUM project’s test regions called open-air laboratories across Europe. The relationship between temperature and daily-deaths has been examined using  a poisson regression model combined with a distributed-lag nonlinear model (DLNM). We computed the absolute excess (numbers) and relative excess (fraction) deaths owed to temperature or relative risk (RR) of mortality by comparing the extremely hot temperature (99th percentile) with the minimum mortality temperature (MMT). Total heat ascribed mortality is given by the sum of the contributions from all the days of the time-series, and its ratio with the total number of deaths. Significant and non-linear associations between temperature and daily-deaths were noticed. The overall cumulative RR at the extremely hot vs. MMT was 1.292 (95% CI: 1.251–1.333). The results of this study can help in location-centric heat management action plans to certain areas at most risk.

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).

Key words: Heatwaves, climate change, mortality, DLNM, risk.

How to cite: Sahani, J., Debele, S., Di Sabatino, S., and Kumar, P.: Heat ascribed mortality in southeast England, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19039, https://doi.org/10.5194/egusphere-egu2020-19039, 2020.

EGU2020-22556 | Displays | NH1.5

Snow observations in Finland in support of designing nature-based solutions – from citizen observations to satellites

Achim Drebs, Reijo Jantunen, Antti Mäkelä, and Heikki Tuomenvirta

As a representative example of an inland water system in northern Europe the Lake Puruvesi tends to suffer from nutrient and loads. Surface runoff caused by extreme precipitation or excessive, rapid snow melt produce nutrient leaching especially from heavily managed forests. Citizen science has potential to address to risk of eutrophication of Lake Puruvesi. Firstly, forest owners need to be engaged to the project to co-design and co-develop nature-based solutions including information about forest management options to reduce nutrient leaching. Secondly, to improve understanding and modelling  standard observational network should be enhanced. The extreme precipitation in the area is monitored throughout the year with, in particular, for this project established automatic precipitation station. Additionally, during the winter season a group of citizen volunteers measure manually snow depth and snow density in the catchment area of Lake Puruvesi. The precipitation and snow data collected with in-situ and satellite measurements are analyzed to indicate the relationships of the nutrient flows and precipitation in the area. Here we present the preliminary results from the measurement campaign from the period January-April 2020.

How to cite: Drebs, A., Jantunen, R., Mäkelä, A., and Tuomenvirta, H.: Snow observations in Finland in support of designing nature-based solutions – from citizen observations to satellites, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22556, https://doi.org/10.5194/egusphere-egu2020-22556, 2020.

EGU2020-9867 | Displays | NH1.5

Modelling the effect of Nature Based Solutions on slope instability

Stefano Tinti, Glauco Gallotti, Thomas Zieher, Jan Pfeiffer, Filippo Zaniboni, Martin Rutzinger, and Silvana Di Sabatino

In the framework of the OPERANDUM (OPEn-air laboRAtories for Nature baseD solUtions to Manage environmental risks) project, modelling the effect of the Nature Based Solutions (NBS) on selected open-air laboratories plays a determinant role. In this work, we focus the attention on the Vögelsberg (Tyrol, Austria) landslide case study, located in the municipality of Wattens. The 0.25 km2 active part of the slope shows annual movement rates in the order of 3.5-6 cm/a. Recent studies provided evidence that the motion is mainly driven by variations of the groundwater level. The latter are related to prolonged moist periods during which excessive rainfall or snow melt water can infiltrate and act on the geo-hydrological system. With the aim of enhancing the slope stability employing NBS, a detailed analysis of the hydrogeology and the slope characteristics have been carried out, obtaining the required technical parameters describing the involved soil material. Furthermore, a slope stability analysis by means of different numerical models has been performed. Results prove that variations of the groundwater level in the range of 1-2 m can strongly affect the stability of the slope. Thus, specific NBS should aim at reducing the amount of infiltrating water. Examples of such NBS include the adaptation of forest management and land use planning, the introduction and re-activation of drainage channels and the sealing of leaky streams and channels. Beside the effects of the variation of the groundwater level, results have proved that the slope could fail under the action of a moderate seismic load. In this scenario, it is likely that the effects of the NBS would be insufficient to maintain the slope intact.

How to cite: Tinti, S., Gallotti, G., Zieher, T., Pfeiffer, J., Zaniboni, F., Rutzinger, M., and Di Sabatino, S.: Modelling the effect of Nature Based Solutions on slope instability, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9867, https://doi.org/10.5194/egusphere-egu2020-9867, 2020.

EGU2020-22547 | Displays | NH1.5

Catalyzing innovation: governance enablers of nature-based solution success stories

Juliette Genevieve Crescentia Martin, JoAnne Linnerooth-Bayer, Anna Scolobig, and Wei Liu

There is growing recognition that using the properties of nature can help provide viable and cost-effective solutions to a wide range of societal challenges, including disaster risk reduction. However, nature-based solution (NBS) realization depends critically on the legal, institutional, social, political and financial conditions – that is, the governance framework - that enable the NBS policy process. Drawing from three case studies in Nocera Inferiore (Italy), Munich (Germany) and Wolong (China), we identify key governance enablers of successful NBS - that is, the contextual pre-conditions, policy processes and institutions that proved helpful or even essential for the initiation, planning, design and implementation of NBS. Results show that the most critical enablers involved governance innovation in three areas: polycentric governance (novel arrangements in the public administration that involved multiple institutional scales and/or sectors), NBS co-design (innovative stakeholder participatory processes that influenced the final NBS) and financial incentives (financial incentives for community-based implementation and monitoring of NBS). Further enablers for realizing NBS, as demonstrated in the three cases, include environmental advocacy coalition groups, along with their individual champions, and a major triggering or modelled event, which opened a window of opportunity to advocate for a nature-based or hybrid green-blue-grey solution. Findings show that the transition from grey solutions to NBS can be justified with, and contribute to, multiple global agendas and targets, including disaster risk reduction, climate change adaptation, halting biodiversity loss and sustainable development.

How to cite: Martin, J. G. C., Linnerooth-Bayer, J., Scolobig, A., and Liu, W.: Catalyzing innovation: governance enablers of nature-based solution success stories, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22547, https://doi.org/10.5194/egusphere-egu2020-22547, 2020.

EGU2020-4477 | Displays | NH1.5

Nutrient load simulations at Lake Puruvesi, Finland: extreme case event in 2012

Natalia Korhonen, Sirkka Tattari, Antti Leinonen, Markus Huttunen, Leena Finér, Liisa Ukonmaanaho, and Heikki Tuomenvirta

In the Open-Air Laboratory (OAL)-Finland, Lake Puruvesi, the main land-use is forested areas, with minor areas in agriculture, and urban land-use. Activities related to these land-uses together with infrequently occurring high runoff peaks due to heavy rain events or rapid snowmelt cause nutrient (phosphorus, nitrogen) and sediment load risks and thus threaten recreation, fishing (professional and recreational) and biodiversity of the area. Various Nature- Based Solutions (NBS) are planned to reduce nutrient loading for the Puruvesi area. Modelling will be used to estimate the impact of NBSs on nutrient loading. It is important to increase understanding of the impacts of the extreme weather events on the amount of nutrient concentration in the water.

According to model simulations the nutrient load increases during the years with high precipitation. However, the total annual precipitation alone explain only partly the variations in the nutrient loads. The nutrient load depends also on the timing of the precipitation and the moisture condition and nutrient content of soil before the precipitation or snow melting event. Typically in Finland, the high nutrient load peaks take place during spring snow melt or after the autumn precipitation. Heavy precipitation during summer may as well induce a peak in nutrient concentrations.

Here we focus on the impacts of an extreme spring snow melt event in year 2012. In the Puruvesi region the winter 2012 was wetter than average with snow depths reaching more than 50 cm in March and lasting until mid-April. During the permanent snow cover period (31.12.2011-23.4.2012) the total precipitation was 150 mm at the weather station in the Lake Puruvesi catchment area. The snow water equivalent, i.e., the amount of water contained within the snow, is not measured in Lake Puruvesi. However, the Finnish Environment Institute produces estimates of snow water equivalents over Finland with the Watershed simulation and forecasting system (VEMALA). According to modelling the snow water equivalent was about 120 mm in mid-April in Savonlinna located about 10 km west from the Punkaharju weather station. The whole snow pack melted during 13 days (11.4.2012-23.4.2012) from 50 cm to 0 cm as the daily mean temperatures rose permanently above 0 °C. During the snow melt period the total precipitation was about 30 mm. The VEMALA model simulations show a peak of 90 µg/l in phosphorus concentrations during the snow melt in the end of April 2012. As a comparison, the drier than average year, 1993, with less snow (max depth 30 cm and slower melting) lead to a lower phosphorus concentration peak of 60 µg/l. Furthermore, the total phosphorus load in 2012 was 2.5 times higher than the load in 1993. This review demonstrates that, in extreme years, the number or effectiveness of NBS measures must be significantly increased to achieve the required reduction in nutrient leaching compared to normal or drier years.

The work is carried out as co-operation between OPERANDUM EU and Freshabit Life IP -projects.

How to cite: Korhonen, N., Tattari, S., Leinonen, A., Huttunen, M., Finér, L., Ukonmaanaho, L., and Tuomenvirta, H.: Nutrient load simulations at Lake Puruvesi, Finland: extreme case event in 2012, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4477, https://doi.org/10.5194/egusphere-egu2020-4477, 2020.

EGU2020-8559 | Displays | NH1.5

Characteristics of Nature-based Solutions in non-urban environments

Heikki Tuomenvirta, Natalia Korhonen, Athanasios Votsis, Massimo Menenti, Silvia Alfieri, Prashant Kumar, Fabrice Renault, and Katriina Soini

Nature-based Solutions (NBS) are being developed in variable environments to address societal challenges with use of ecosystem services. Recently there has been notable activities and progress in developing and implementing NBS in urban environments. On the other hand, NBS have “roots” in nature conservation and ecosystem services. Accordingly, the International Union for Conservation of Nature is leading the community effort to articulate a Global Standard for the Design and Verification of Nature-based Solutions.

The ongoing EU H2020 project OPERANDUM focuses on development and implementation of NBS to mitigate exposure, vulnerabilities and risks to hydro-meteorological hazards in European rural and natural landscapes. This presentation identifies and examines some of the characteristic of NBS in non-urban settings based on literature and experiences gained in the OPERANDUM project. These include, e.g. physical environment, economic and social capital as well as other resources, and legal and governance issues. Additional challenges arise from requirement to co-design of NBS with the stakeholders which can have a large diversity of societal demands for land use. The OPERANDUM project activities are discussed in relation to four approaches relevant for the OPERANDUM project: Ecosystem-based disaster risk reduction; Climate adaptation services; Ecosystem-based adaptation; Ecosystem-based mitigation.

Case – studies are being developed to document the impact of extreme events related to different hydro-meteorological hazards, e.g. floods, landslides and droughts by combining earth observation with hydro-meteorological data. The analysis is designed to mirror the role of NBS in providing multiple benefits, in particular in mitigating impacts of extreme hydro-meterological events by acting on bio-geophysical and socio-economic variables characterizing exposure and vulnerabilities.

How to cite: Tuomenvirta, H., Korhonen, N., Votsis, A., Menenti, M., Alfieri, S., Kumar, P., Renault, F., and Soini, K.: Characteristics of Nature-based Solutions in non-urban environments, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8559, https://doi.org/10.5194/egusphere-egu2020-8559, 2020.

EGU2020-21484 | Displays | NH1.5

An engine for social-ecological risk analysis and NBS recommendation to support risk mitigation management

Joy Ommer, Saša Vranić, Laura S. Leo, Milan Kalas, Sisay E. Debele, Flavio Bertini, Danilo Montesi, Irina Pavlova, Prashant Kumar, and Silvana Di Sabatino

During the past decades, risk assessment experienced increasing interest in social science but also natural science and other disciplines. At the same time, risk reduction and mitigation gained in interest from local to global level due to the shift from reactive to proactive management. Hazard and risk assessment have been approached on different levels, nonetheless, they are lacking elements such as cross-border assessment or the integration of an ecological risk assessment. One of the objectives of the H2020 Operandum project is to provide an automated science-based assessment of risk for the social-ecological system and further of the applicability and performance of Nature-based Solutions (NBS) for risk mitigation of hydro-meteorological hazards.

Within this project, an interactive webGIS analytical engine and an NBS catalogue are being developed as part of the Geospatial Information Knowledge Platform (GeoIKP). The analytical engine will encompass open Europe-wide hazard maps and link them with local high-resolution information from public and innovative data sources (e.g. Facebook). These two geo-tools are combined into a recommendation engine - NBS toolkit - trained on existing NBS. Using a holistic approach, the NBS toolkit aims at providing risk assessment and advanced recommendations on NBS usage for mitigation. For this approach, the NBS toolkit incorporates hazard and risk assessment in space and time, cost-benefit analysis, and additionally main drivers and constraints for NBS implementations as well as their geographical transferability, replicability and performance/effectiveness. 

This contribution will offer an insight into the concept and development of the NBS toolkit. Primarily, it will focus on the added value of the NBS toolkit for future nature-based implementation, risk mitigation management and decision-making at all levels. Challenges and current limitations of real-time risk assessment will also be discussed, with a focus on their implications on NBS monitoring and effectiveness.

How to cite: Ommer, J., Vranić, S., Leo, L. S., Kalas, M., Debele, S. E., Bertini, F., Montesi, D., Pavlova, I., Kumar, P., and Di Sabatino, S.: An engine for social-ecological risk analysis and NBS recommendation to support risk mitigation management, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21484, https://doi.org/10.5194/egusphere-egu2020-21484, 2020.

EGU2020-13912 | Displays | NH1.5

A copula-based multivariate drought indicator to design and monitor nature-based solutions

Sisay Debele, Jeetendra Sahani, Federico Porcù, Leonardo Aragão, Christos Spyrou, Michael Loupis, Nikos Charizopoulos, Silvana Di Sabatino, and Prashant Kumar

Abstract

Droughts are comprehensive and complex naturally occurring hazards in any climatic region around the world and often result in the loss of life and severe ecosystem damage. Drought monitoring is usually based on single-variables that may not represent the corresponding risk appropriately to its multiple causation and impact characteristics under current and future climate scenarios. In order to address this issue, the multidimensional copulas function, which is a flexible statistical tool, could be applied to develop multivariate drought indicators and solve the complicated and nonlinear associations. The aim of this paper is to develop reliable designing, monitoring and prediction indicators for the proper assessment and intervention of drought risk by nature-based solutions (NBS). Using a copula-based multivariate drought indicator (CMDI) that considers all possible variables related to meteorological, agricultural and hydrological droughts is essential for better drought risk assessment and intervention. The CMDI was developed by integrating univariate marginal cumulative distribution functions of meteorological (precipitation), agricultural (soil moisture) and hydrological (streamflow) variables into their joint cumulative distribution function. CMDI was then applied to the selected study catchment (Po Valley, Italy and Spercheios River, Greece) using hydro-meteorological data from gauging stations and ERA5 gridded data for the period 1979-2017.  The result of CMDI showed moderate, severe and extreme drought frequencies in the two selected catchments. The constructed CMDI captured more severe to extreme drought occurrence than the considered single drought indicators. This proved that the CMDI could appropriately represent the complex and interrelated natural variables. The uncertainty analysis based on Monte Carlo experiments confirmed that CMDI is a more robust and reliable approach for assessing, planning and designing a nature-based intervention for drought risk. The findings of this research can provide a reliable way to develop approaches that can be used for assessing and predicting non-linearly related variables or any risk that may occur simultaneously or cumulatively over time.   

Keywords: Drought risk; multidimensional copulas; multivariate indicators, uncertainty analysis; frequency   

Acknowledgements: This work is 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 Horizon 2020 under the Grant Agreement No: 776848.

How to cite: Debele, S., Sahani, J., Porcù, F., Aragão, L., Spyrou, C., Loupis, M., Charizopoulos, N., Di Sabatino, S., and Kumar, P.: A copula-based multivariate drought indicator to design and monitor nature-based solutions, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13912, https://doi.org/10.5194/egusphere-egu2020-13912, 2020.

EGU2020-20403 | Displays | NH1.5

A conceptual framework for vulnerability and risk assessment in the context of nature-based solutions to hydro-meteorological risks

Mohammad Aminur Rahman Shah, Fabrice G. Renaud, Annie Wild, Carl C. Anderson, Michael Loupis, Depy Panga, Maria Stefanopoulou, Annemarie Polderman, Eija Pouta, Athanasios Votsis, Craig Thomson, Karen Munro, Bidroha Basu, Francesco Pilla, Beatrice Pulvirenti, Elena Toth, Alessio Domeneghetti, and Silvana Di Sabatino

Various frameworks for vulnerability and risk assessment of social-ecological systems (SES) to natural hazards have been developed addressing different contexts. However, none were specifically developed in the context of implementing nature-based solutions (NBS) to hydro-meteorological risks. Since the basic concepts and principles of NBS are mainly focused on ensuring balance between ecological and social benefits, the entire vulnerability and risk assessment process should focus equally on various social and ecological components of a location where an NBS would be implemented. As a part of the OPEn-air laboRAtories for Nature baseD solUtions to Manage hydro-meteo risks (OPERANDUM) project, this research proposes a conceptual framework for vulnerability and risk assessment in the context of NBS to hydro-meteorological risks. This conceptual framework is developed mainly considering the major components of the existing Delta-SES risk assessment framework (Sebesvari et al. 2016) and other similar frameworks proposed in recent studies, as well as the proposed principles for NBS endorsed by International Union for Conservation of Nature (IUCN). The major components of the framework include: (i) the exposure of SES to multiple hydro-meteorological hazards (e.g., flood, drought); (ii) vulnerability of SES that consists of ecosystem susceptibility, social susceptibility, ecosystem robustness, and coping and adaptive capacity of the social system; (iii) risks in the NBS project site determined by the combination of hazard exposure and vulnerability; and (iv) the impacts of hydro-meteorological hazards on the SES surrounding or within the NBS project site. While the basic space of risk assessment would be the NBS project site (usually at the local level within sub-catchments) with specific SES characteristics, this framework also reflects the interrelationships between ecosystem and social system as well as the effects of multiple hazards and risks at local up to the global scales. The framework also considers the changes over time that would capture the maturation time lag of the ecological components of an NBS, as well as the sustainability of the system with the intervention of NBS and other risk reduction measures. An indicator-based risk assessment approach can be used to operationalize the framework. To facilitate that, an indicator library has been developed comprising of indicators for different exposure and vulnerability components of the framework. The proposed framework can be applicable to any geographical conditions where an NBS project is to be implemented to reduce hydro-meteorological risks. The framework can also be tailored for other natural hazards (e.g. geological hazards like earthquake) and anthropogenic hazards (e.g. pollution). We will explain the conceptualisation process of the framework and of the indicator library and how these will be tested within the OPERANDUM project in the context of NBS implementation.

Keywords: Nature-based solutions, risk assessment framework, hydro-meteorological hazards, social-ecological systems 

 

Reference:

Sebesvari, Z., Renaud, F. G., Haas, S., Tessler, Z., Hagenlocher, M., Kloos, J., ... & Kuenzer, C. (2016). A review of vulnerability indicators for deltaic social–ecological systems. Sustainability Science, 11(4), 575-590.

How to cite: Shah, M. A. R., Renaud, F. G., Wild, A., Anderson, C. C., Loupis, M., Panga, D., Stefanopoulou, M., Polderman, A., Pouta, E., Votsis, A., Thomson, C., Munro, K., Basu, B., Pilla, F., Pulvirenti, B., Toth, E., Domeneghetti, A., and Sabatino, S. D.: A conceptual framework for vulnerability and risk assessment in the context of nature-based solutions to hydro-meteorological risks, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20403, https://doi.org/10.5194/egusphere-egu2020-20403, 2020.

Nature-based solutions (NBS) are increasingly being promoted as a means of reducing water-related risks, particularly flood risks. These solutions can also generate a wide range of co-benefits (e.g., climate regulation, air quality regulation, reduction of urban heat islands), and may pose some constraints in contexts with high population growth and urban development. Understanding and evaluating these co-benefits and constraints can be a lever to facilitate the implementation of these solutions.

We implement a Discrete Choice Experiment survey in the Lez catchment (France) to assess residents’ preferences for different types of NBS and levels of implementation and to evaluate the monetary value of NBS co-benefits. We consider two types of NBS: i) the conservation of natural and agricultural land (by limiting urban sprawl) and ii) the introduction of green infrastructure into the city.  

The results obtained from 400 households living in the Lez basin show that people associate many co-benefits with NBS and that these co-benefits are greater than constraints. The econometric analysis reveals that respondents prefer the most ambitious levels of NBS implementation. The mean overall amount residents are willing to pay for the co-benefits generated by NBS are estimated between 133€ and 178€ household/year depending on the NBS types and levels of implementation. Results also show significant levels of heterogeneity of the preference for NBS between respondent types.

This analysis confirms that people attach an economic value to the co-benefits associated to NBS primarily aiming at reducing flood risk. It gives insights to understand i) which category of population is more or less in favour of different NBS solutions and ii) which co-benefit is particularly influencial in the value granted by the population to the proposed NBS strategies. This application of the Choice Experiment methodology is one of the first application of the methodology to the evaluation of NBS. This work was carried out as part of the EU H2020 NAIAD project.

How to cite: Hérivaux, C. and Le Coënt, P.: Preferences for nature-based solutions aiming at reducing flood risks. Results of a Discrete Choice Experiment in the Lez catchment (France), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22529, https://doi.org/10.5194/egusphere-egu2020-22529, 2020.

EGU2020-19443 | Displays | NH1.5

Extreme wave events attribution using ERA5 datasets for storm-surge studies in the northern Adriatic sea

Federico Porcu, Leonardo Aragão, Margherita Aguzzi, Andrea Valentini, Sisay Debele, Prashant Kumar, Michael Loupis, Myriam Montesarchio, Paola Mercogliano, and Silvana Di Sabatino

Extreme hydro-meteorological events are often defined by the statistical analysis of some parameter that measures the strength of the event over a long enough time series. The parameter could refer to the intensity of the event in terms of energy or to the impact of the event on the environment. This attribution becomes even more relevant when used as reference for future climate projections, suggesting a possible increase in the number of extreme events considering the attribution applied to the past database. 
In the literature concerning storm-surge, the use of significant wave height (Hs) percentiles to define thresholds of an extreme event is a common practice when dealing with sufficiently long datasets. Usually, this value ranges from 90th up to 99.5th trying to highlight about 3-6 Hs peaks per year. But, in fact, thresholds should provide a benchmark for how much a region can withstand an extreme event. The Italian coast of the northern Adriatic is recently increasing its sensitivity to such episodes, that threaten one of the most active touristic hub of Italy, the highly valuable Po Delta UNESCO Biosphere Reserve and city of Venice fragile structure. Recently in late 2019, a strong event hit Venice with high tides flooding the city's main monument, St. Mark's Basilica, for the 6th time in 1200 years, with levels very similar to the worst event in history in 1966. 
Attempting to better understand the distribution of these extreme events throughout last decades and how reanalysis products can be useful for storm-surge studies, this paper presents a climatological comparison of significant wave height data extracted from ECMWF ERA5 against the entire historical series available to the Nausicaa wave buoy. This station, owned and managed by ARPAE, is located about 8 km offshore the Municipality of Cesenatico, where the seabed is about 10m, and since 2007 has been used to monitor and prevent sea level related events. In the last 12 years, at least 10 extreme events have been reported based on hourly measured data in Nausicaa and the damage observed along the coast, allowing the local authorities to define Hs thresholds as 1.5 m to significant events and 3.0 m for extreme events. However, analysing the measured data in this period, at least 26 events that exceeded the 3 m threshold were observed, representing the percentile 99.81th of the historical series, whereas only 10 storm-surge events resulted in damage to cities or environmental protection areas. When analysing Hs extracted from ERA5 at the nearest grid point to Nausicaa (~ 30 km) for the same 26 events, all events were correctly identified by reanalysis and represented with an averaged correlation of 0.96. For Hs series extracted from ERA5, values above 3 m reached the 99.83rd percentile for the same period from 2007 to 2018, and 99.84th when expanded to the last 30 years (since 1989), showing that, although quite restricted, the 99.8th percentile seems to be a good value for identifying extreme events of storm-surge in the northern Adriatic Sea.

How to cite: Porcu, F., Aragão, L., Aguzzi, M., Valentini, A., Debele, S., Kumar, P., Loupis, M., Montesarchio, M., Mercogliano, P., and Di Sabatino, S.: Extreme wave events attribution using ERA5 datasets for storm-surge studies in the northern Adriatic sea, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19443, https://doi.org/10.5194/egusphere-egu2020-19443, 2020.

The main target of this study is to evaluate the Cyclone Detection and Tracking Methods (CDTM) using the ECMWF ERA5 dataset, state-of-the-art in reanalysis models, to identify the main cyclogenesis zones and cyclone tracks inside the Mediterranean region during a climatological period. Several studies based on ECMWF analysis and reanalysis (ERA40 and ERA Interim) datasets indicate a large divergence related to the average number of cyclones passing through the Mediterranean region by year. However, the majority agrees on the most important cyclogenesis areas, seasonality variation of the number of cyclones, and trends of cyclone track. In general, the differences between those methodologies concerns to the meteorological variable used to detect cyclones and the metric used to define its intensity. Nevertheless, spatial and temporal resolutions were fundamental to achieve the results, since the most advanced dataset used in the literature presented relatively low values ​​such as 1.125°x1.125° and 6h, respectively. Past studies reported that these values ​​were already high enough to produce numerical noises. Here, the geopotential height at 1000 hPa (Z1000) was used, with horizontal spatial resolution of 0.25°x0.25° and time resolution of 1h, to identify the local minima for each time step (hereafter, candidates), and filtering those with negative gradients of Z1000 within a radius of 1000 km to exclude candidates associated with thermal lows or geopotential troughs.
Following the literature, the domain for Mediterranean region was defined by the area within 9°W to 42°E, and 27°N to 48°N, where were considered only cyclones with at least one tracking point inside the domain. Also, the results were produced for the period 1979-2008 using two types of input data: (Model I) ERA5 data with resolutions reduced to 1.5°x1.5° and 6h, as well as the main previous studies; and (Model II) full-resolution ERA5 data. As expected, Model I results were very similar to those found in the literature in all aspects (number of cyclones, seasonal distribution, areas of cyclogenesis and tracks). On the other hand, since the use of higher resolution data provides greater spatiotemporal detailing of the climatological period, the results of Model II presented a total number of cyclones substantially higher than that of Model I (~25%), but still within the range described in the literature. The models indicated more frequent cyclones during the spring months with maximums in April (Model I) and May (Model II). An interesting point highlighted in other studies but not observed in their results, is an increase in cyclone frequency between August and October, captured in both Models I and II and more evident in Model II. An explanation is found in the greater number of short-life cyclones, which act in relatively narrow areas intangible to datasets with limited resolution.

How to cite: Aragão, L. and Porcù, F.: Revisiting Cyclone Detection and Tracking Methods using ECMWF ERA5 dataset for climatological purposes in the Mediterranean Region, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21220, https://doi.org/10.5194/egusphere-egu2020-21220, 2020.

EGU2020-22551 | Displays | NH1.5

Towards a framework for multi-objective model-based evaluation of large-scale Nature-Based Solutions under deep uncertainty

Zoran Vojinovic and Laddaporn Ruangpan

NH1.6 – Extreme meteorological and hydrological events induced by severe weather and climate change

EGU2020-310 | Displays | NH1.6

On the role of tropical waves triggering extreme rainfall and flood in Sulawesi, Indonesia: a multi-scale interaction perspective

Beata Latos, Thierry Lefort, Maria Flatau, Donaldi Permana, Piotr Flatau, Dariusz Baranowski, Jaka Paski, Erwin Makmur, and Eko Sulystyo

On January 22, 2019 extreme rainfall in the South-Western Sulawesi, Indonesia, triggered a massive, deadly flood, the most devastating one ever reported. This happened during an interaction of a robust Convectively Coupled Kelvin Wave (CCKW) and Equatorial Rossby Wave (ER). Potential causes of a flood include Madden Julian-Oscillation active phase, rainy season with monsoonal flow in the Karimata Strait, positive sea surface temperature anomalies supportive of convection, and synoptic-scale weather systems. All these factors can contribute to extreme rainfall and a flood development. Nonetheless, here we show that in this particular case enhancement of low-level westerlies led to convergence and forced ascend of moist air over orographic features of the south-western Sulawesi. This chain of processes was a result of a propagation of a CCKW, with contribution from an ER. Satellite and radar data analysis, as well as in-situ observations reveal that convergence and strong westerlies in the Java Sea, forced by the CCKW, resulted in the rain events in Jeneberang River Basin and the devastating flood in the city of Makassar.

Additional analysis of 20 years of the flood database together with in situ observations and satellite data support our hypothesis, based on this case study, of a significance of an enhanced westerlies as a precursor of extreme rain events and floods in Makassar, the capital and most populous city in Sulawesi.

How to cite: Latos, B., Lefort, T., Flatau, M., Permana, D., Flatau, P., Baranowski, D., Paski, J., Makmur, E., and Sulystyo, E.: On the role of tropical waves triggering extreme rainfall and flood in Sulawesi, Indonesia: a multi-scale interaction perspective, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-310, https://doi.org/10.5194/egusphere-egu2020-310, 2020.

EGU2020-6106 | Displays | NH1.6

Locality and dynamics shaping the global scaling pattern of hourly precipitation extremes

Yiannis Moustakis, Christian J Onof, and Athanasios Paschalis

According to thermodynamics, as the climate gets warmer under climate change the water holding capacity of the air increases at a rate of 7%/oC (Clausius-Clapeyron; CC). This implies that in the absence of severe changes in relative humidity, precipitation extremes (PEx) will increase likewise. Would this relationship prove to be globally robust, then ground temperature predictions could be used as an indicator for predicting future PEx intensification under climate change. This could be a helpful tool, given the well-documented discrepancies of climate models in simulating PEx and the increased confidence in temperature projections. However, studies based on observational and modelled data have revealed contradicting behaviours regarding the scaling rate of PEx with ground temperature. In this study we use hourly data from weather stations (1,461 sites), two convection permitting models and 40 years of climate reanalysis in order to reveal the global scaling pattern of PEx with ground air and dewpoint temperature at fine spatial and temporal scales based on a robust methodology. Our results suggest that a robust ~CC scaling with both air temperature and dew temperature occurs in high- and mid-latitudes. In the tropics and extra-tropics scaling with temperature ranges from negative up to >CC rates, while scaling with dewpoint is strongly positive with >CC values. An investigation of the emerging global pattern reveals that exhibited divergence from CC is linked to the dynamics of deep atmospheric convection in the tropics and extra-tropics. Topography, larger-scale weather patterns and their associated mechanisms shape the scaling pattern in high- and mid- latitudes and seem to disengage ground measurements from activity at the cloud level. In this study we also prove that non-convection permitting models fail to capture the observed behaviour in regions with strong topographic features and/or distinct deep convection. We show that in such regions convection permitting models which capture those features make more reliable estimations.

How to cite: Moustakis, Y., Onof, C. J., and Paschalis, A.: Locality and dynamics shaping the global scaling pattern of hourly precipitation extremes, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6106, https://doi.org/10.5194/egusphere-egu2020-6106, 2020.

EGU2020-6538 | Displays | NH1.6

Daily Precipitation Threshold for Rainstorm and Flood Disaster in the Mainland of China: An Economic Loss Perspective

Wenhui Liu, Jidong Wu, Rumei Tang, Mengqi Ye, and Jing Yang

Exploring precipitation threshold from an economic loss perspective is critical for rainstorm and flood disaster risk assessment under climate change. Based on the daily gridded precipitation dataset and direct economic losses (DELs) of rainstorm and flood disasters in the mainland of China, this paper first filtered a relatively reasonable disaster-triggering daily precipitation threshold (DDPT) combination according to the relationship between extreme precipitation days and direct economic loss (DEL) rates at province level and then comprehensively analyzed the spatial landscape of DDPT across China. The results show that (1) the daily precipitation determined by the combination of a 10 mm fixed threshold and 99.3th percentile is recognized as the optimal DDPT of rainstorm and flood disasters, and the correlation coefficient between annual extreme precipitation days and DEL rates reached 0.45 (p < 0.01). (2) The optimal DDPT decreases from southeast (up to 87 mm) to northwest (10 mm) across China, and the DDPTs of 7 out of 31 provinces are lower than 25 mm, while 5 provinces are higher than 50 mm on average. These results suggest that DDPTs exist with large spatial heterogeneity across China, and adopting regional differentiated DDPT is helpful for conducting effective disaster risk analysis.

How to cite: Liu, W., Wu, J., Tang, R., Ye, M., and Yang, J.: Daily Precipitation Threshold for Rainstorm and Flood Disaster in the Mainland of China: An Economic Loss Perspective, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6538, https://doi.org/10.5194/egusphere-egu2020-6538, 2020.

One of the major consequences of the changing climate is more intense rainfall episodes in climate vulnerable countries, specifically the Philippines. For over the last 10 years, extreme rainfall events had occurred in the country’s capital city, Metro Manila, which resulted to severe urban flooding occurrences.  The intense rainfall combined with the domain’s low elevation, close proximity to large water sheds and river basins, lack of proper urban planning and the un-systematized drainage system had aggravated the flood inundation. Numerous studies were conducted that had used flood models, but none of these had incorporated the effect of water drainage network, which is an integral part of simulating realistic urban flood inundation. Therefore, this research aims to develop an integrated urban inundation model based on digital surface model that assimilates the sewer system applicable for urban domains with complex pipe network. The quadtree shallow water method, a model that provides flexible grid generation that utilizes adaptive quadtree grid and cut method.  The results were analyzed and compared with the validation data obtained from previous extreme rainfall events. The integrated model was also compared to the existing flood inundation methodologies being used for the present flood early warning system. Research results show that present methodology is closer to the validated results as compared to the previous models. The developed model is also perceived to be best applicable for short term flood events. This shows the efficiency of utilizing integrated urban flood modeling in the Philippines, which can be used for extreme and conventional urban flood events in the future.

How to cite: Dasallas, L. and An, H.: Developing an integrated urban inundation flood model for extreme rainfall events with complex sewer system, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6608, https://doi.org/10.5194/egusphere-egu2020-6608, 2020.

EGU2020-10538 | Displays | NH1.6

Exploration of WRF simulations of extreme rainfall in Egypt

Ying Liu, Yiheng Chen, Otto Chen, Jiao Wang, Lu Zhuo, and Dawei Han

This research evaluates the performance of the Weather Research and Forecasting model (WRF-ARW, version 4.0) in simulating a regional extreme rainfall event over the Alexandria region of Egypt. Different domain configurations, spin-up times and physical schemes are explored to work out appropriate settings for using WRF in the region. Alexandria is an important economic region of the West Nile Delta that faces a growing climate crisis (e.g. rising temperature, rising sea level, increasing flooding) in recent decades, whilst inadequate coverage of in-situ rainfall observations (radars and rain gauges) makes the development of a hydrological early warning system very difficult. Although some researchers have conducted many WRF studies in countries with rich hydrological data, such as the United States and the United Kingdom, there are not many studies in exploring the ability of WRF to reproduce extreme weather events in countries with insufficient data like Egypt. Therefore, we carry out WRF sensitivity studies of an extreme rainfall event (occurred on 04 November 2015) in the Alexandria region to find out the optimal model configurations for Egypt and other similar areas.

 

In this study, WRF was tested in five scenarios with different types of configurations. The model sensitivity was evaluated for: (1) domain size, (2) number of vertical levels, (3) horizontal resolution (nesting ratio), (4) spin-up times, (5) physical parameterisation schemes (MP, PBL, CU). During the entire screening process, the best configuration identified in each scenario will be adopted as the corresponding configuration in the following scenarios. All simulations used the newly developed ERA5 reanalysis dataset as the forcing data. Model simulations were verified at high temporal and spatial resolutions against the Global Precipitation Measurement data (GPM data). Seven objective verification metrics (POD, FBI, CSI, FAR, RMSE, MBE and SD) were used to calculate the performance of WRF simulations to identify the likely optimal model configurations.

 

The sensitivity study shows that the rainfall distribution and magnitude are most sensitive to the spin-up time and physical schemes (especially the cumulus convection scheme). It is observed that the improvement of WRF's reproducibility of rainfall intensity may be accompanied by a decrease in the reproducibility of rainfall distribution. The most recommended configurations include three-level nesting (D01 80x80; D02 112x112; D03 88X88), 58 vertical levels, 1:3:3 (31.5, 10.5 and 3.5km) grid ratio, 48h spin-up time, WSM6 microphysics scheme, MYJ planetary boundary layer scheme, and Grell-Freitas cumulus convection scheme. Its hitting rate is 0.818, the false alarm rate is 0.088 and the rainfall mean bias error is -1.639. The knowledge gained in this study provides a useful foundation for developing a flood early warning system by linking WRF with WRF-Hydro.

How to cite: Liu, Y., Chen, Y., Chen, O., Wang, J., Zhuo, L., and Han, D.: Exploration of WRF simulations of extreme rainfall in Egypt, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10538, https://doi.org/10.5194/egusphere-egu2020-10538, 2020.

EGU2020-16934 | Displays | NH1.6

Estimation of extreme flooding based on stochastic weather generators supported by the use of non-systematic flood data

Carles Beneyto, José Ángel Aranda, Gerardo Benito, and Félix Francés

An adequate characterization of extreme floods is key for the correct design of the infrastructures and for the flood risk estimation. Traditionally, these studies have been carried out based on the design storm. However, we now know that this approach is uncertain since peak discharges and hydrographs are strongly dependant on the initial conditions of the basin and on the spatio-temporal distribution of the precipitation.
One of the possible solutions that has recently been better welcomed between the scientific community is the continuous simulation. This combination of statistical and deterministic methods consist of the generation of extended synthetic data series of discharges by combining the use of a stochastic weather generator and a hydrological model. Nevertheless, weather generators still need robust data series of observed precipitation in order to perform adequately, especially when trying to capture extremes. To date, however, the length of both available precipitation and discharge records are still not sufficient to guarantee an adequate estimation of extreme discharges, presenting these high uncertainty.
In the present study, the same approach is taken (i.e. continuous simulation). However, in order to deal with the short length of the data records and to improve the estimations of extreme discharges, non-systematic information (i.e. historical and Palaeoflood) is integrated in the methodology, extending the length of the flow records and giving extra information of the higher tail of the distribution function, thus reducing the uncertainty of these estimations.
This methodology was implemented in a Spanish Mediterranean ephemeral catchment, Rambla de la Viuda (Castello, Valencia). The study area comprises an approximate area of 1,500 km2 and presents a mean rainfall of 615 mm, most of them falling within the autumn months (SON) as a consequence of medicanes. The weather generator used was GWEX, which was designed to focus on extremes, and the hydrological model implemented was TETIS, which is a conceptual model and spatially distributed. Both of them were implemented at a daily scale. Non-systematic information was obtained from previous studies, having information at two locations and, therefore, being able to validate the results in more than one point.
The results, in terms of precipitation, showed that weather generators using heavy-tailed marginal distribution functions outperform those using light-tailed distributions (e.g. Exponential or Gamma), especially when extra information is incorporated, as in this study, where regional maxima precipitation studies were integrated for the parametrisation of the weather generator.
With regards to discharges, the incorporation of non-systematic information clearly gave extra information of the higher tail of the distribution function (up to approx. T=600 years in this study), allowing to validate the generated discharges up to larger return periods and, therefore, reducing the uncertainty of the extreme discharge estimations

How to cite: Beneyto, C., Aranda, J. Á., Benito, G., and Francés, F.: Estimation of extreme flooding based on stochastic weather generators supported by the use of non-systematic flood data, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-16934, https://doi.org/10.5194/egusphere-egu2020-16934, 2020.

In recent years, due to global climate change, flood disaster has become more frequent and intense. Along with this, many researchers in different fields are working on researches to reduce the damage caused by these severe water-related disasters. This study focusses on weather radars, which are mainly used for a countermeasure against flood damage in Japan. Our purpose is to examine the validity of weather radars currently set such as X band multi-parameter radars and C band radars in flood disasters which may cause serious damage in Japan.

The targeted flood disaster is one of the largest water-related disasters which caused severe damages to Japan, the typhoon Hagibis in 2019. It caused floods in more than 140 rivers. We used the observed data from weather radars of Chikuma and Abukuma river which are severely damaged in this disaster. Also, the Tama River in the Tokyo metropolitan area was flooded because of the heavy rainfall caused by Hagibis. we compared the accuracy of the multi-parameter radar and the single-parameter radar. thus, the issues of the current weather radar were extracted.

As a result, the accumulated rainfall of the single-parameter radars was larger than that of the multi-parameter radars. This may cause by the fact that radio wave of the multi-parameter radars will get attenuated when it passesthrough areas with strong rainfall so that it is difficult to observe some area if there is strong rainfall area between the radar and targeted area. In addition, the values observed by multi-parameter weather radars are fitted with the values by the ground rain gauges.

In conclusion, it was found that the multi-parameter weather radars have better accuracy of precipitation observation than that of the single parameter weather radars. Furthermore, it is necessary to consider the optimal position of multi-parameter weather radars to improve accuracy of the observation.

How to cite: hoshiba, K., shimizu, K., terai, S., and yamada, T.: Comparison of observed rainfall characteristics by using Multi-Parameter Weather Radars and Single parameter Weather Radars for the typhoon Hagibis in 2019, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21169, https://doi.org/10.5194/egusphere-egu2020-21169, 2020.

EGU2020-3881 | Displays | NH1.6

A forensic hydrometeorological and geomorphological reconstruction of the catastrophic flash flood occurred in Mallorca (Spain) on October 9th, 2018

Arnau Amengual, Jorge Lorenzo-Lacruz, Celso Garcia, Enrique Morán Tejeda, Víctor Homar, Aina Maimó-Far, Alejandro Hermoso, Climent Ramis, and Romu Romero

An extraordinary convective rainfall event –unforeseen by most numerical weather prediction models– led to a devastating flash flood in the town of Sant Llorenç des Cardassar, eastern Mallorca, on 9th October 2018. Four people died inside the village, while the total death toll was of 13 and economic damages amounted to 91 M€. The observed flooded extension inside the town by the Copernicus Emergency Management Service –based on Sentinel-1 imagery– far exceeded the extension for a 500-year return period flood. This extreme event has been reconstructed by implementing an integrated flood modelling approach over the semi-arid and small-sized Ses Planes basin up to Sant Llorenç (23.4 km²). This procedure is based on three components: (i) generation of high spatial and temporal resolution radar-derived precipitation estimates; (ii) modelling of the hydrologic response based on post-flood peak discharge estimates; and (iii) hydraulic simulation and mapping of the affected areas based on high water marks. Radar-derived rainfall estimates and the simulated flooding extent and water depths highly correlate with observations. The hydraulic simulation has revealed that water reached a depth of 3 m at some points inside Sant Llorenç and that water velocity greatly increased at bridges’ locations close to the town centre. Even if the catastrophic flash flood was not a debris flow, the flood bore eroded enough material to change channel geomorphology. This study also highlights how the concurrence of the very low predictability of this type of extreme convective rainfall events and the very short hydrological response times typical of small Mediterranean catchments still challenges the implementation of early warning systems, which effectively reduce people’s exposure to flash flood risk in the region.

How to cite: Amengual, A., Lorenzo-Lacruz, J., Garcia, C., Morán Tejeda, E., Homar, V., Maimó-Far, A., Hermoso, A., Ramis, C., and Romero, R.: A forensic hydrometeorological and geomorphological reconstruction of the catastrophic flash flood occurred in Mallorca (Spain) on October 9th, 2018, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3881, https://doi.org/10.5194/egusphere-egu2020-3881, 2020.

EGU2020-4985 | Displays | NH1.6

Evaluation of the impact of extreme storm surge and rainfall in coastal areas

Yejia Qiang and Limin Zhang

Under global warming, extreme meteorological events may increase in some regions in terms of both frequency and intensity in the future. Low-lying coastal areas may face the threat both from intensive rainfall and high sea level caused by sea level rise and enhanced storm surge. The Pearl River Delta (PRD) is one of the economic centers of China and is very densely populated. However, PRD is one of the most storm surge-exposed and flood-exposed urban areas in the world. This paper aims to assess the possible impacts of extreme sea level and rainfall on the costal urban areas in PRD. Frequency analysis on historical data of storm surge level and rainfall intensity is conducted, and several scenarios of combination of different magnitudes of the two meteorological events are designed. The trend of observed local sea level and possible land subsidence are also considered. The scenarios are used as inputs for a flood routing model to evaluate the combined impacts of the two meteorological events. Flood maps are produced for each scenario and the infrastructures potentially affected such as buildings and roads can be identified. The results can help identify critical areas prone to hazards under extreme cases and are meaningful for designing hazard prevention measurements.

How to cite: Qiang, Y. and Zhang, L.: Evaluation of the impact of extreme storm surge and rainfall in coastal areas, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4985, https://doi.org/10.5194/egusphere-egu2020-4985, 2020.

The Mediterranean region is frequently affected by heavy precipitation and flash flooding during the extended warm season. A precise meteorological forecast of socially relevant aspects of these phenomena such as location, timing and intensity is crucial to prevent personal and material losses. However, forecasting these aspects becomes extremely challenging due to small-scale processes involved in the triggering, development and subsequent evolution of convective systems.

 

On 12 and 13 September 2019 widespread flash flooding caused devastating effects across Murcia and Valencia, eastern Spain. Seven fatalities were reported, hundreds of homes were flooded and economic losses were estimated at 200 M€. The performance of various ensemble generation strategies for short-range convection-permitting ensemble prediction systems (EPS) are evaluated for this episode. Different sources of error are coped by the implemented ensemble generation approaches.  Uncertainty in the initial and lateral boundary conditions uncertainty is sampled in two ways: (i) the dynamical downscaling of the ECMWF global EPS and, (ii) a new tailored breeding technique that accounts for perturbations across the multiple scales of interest for short-range forecasting. Additionally, errors in mesoscale model formulation are encompassed by combining different parameterization schemes and stochastic physics.

 

This study contributes to the identification of the most relevant sources of uncertainty hampering an accurate spatial and temporal forecasting of heavy precipitation resulting in flash flooding over the Spanish Mediterranean region. These cutting-edge EPS can contribute to implement more reliable and effective hydrometeorological prediction chains with lead times up to 24 h, providing a valuable support to civil protection and emergency management authorities.

How to cite: Hermoso, A., Homar, V., and Amengual, A.: Ensemble generation strategies for the short-range forecast of flash floods: the 12-13 September 2019 event in Eastern Spain, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10453, https://doi.org/10.5194/egusphere-egu2020-10453, 2020.

EGU2020-18594 | Displays | NH1.6

Future changes in atmospheric rivers and extreme precipitation in Norway

Kirien Whan, Jana Sillmann, Nathalie Schaller, and Rein Haarsma

Atmospheric rivers (AR) are associated with flooding events in Norway, like the flood that impacted Flåm in 2014. We assess trends in Norwegian AR characteristics, and the influence of AR variability on extreme precipitation in Norway. After evaluating the global climate model, EC-Earth, compared to the ERA-Interim reanalysis, we show that ARs increase in both intensity and frequency by the end of the century. In two regions on the west coast, the majority of winter precipitation maxima are associated with AR events (> 80% of cases). A non-stationary extreme value analysis indicates that the magnitude of extreme precipitation events in these regions is associated with AR intensity. Indeed, the 1-in-20 year extreme event is 17% larger when the AR-intensity is high, compared to when it is low. Finally, we find that the region mean temperature during winter AR events increases in the future. In the future, when the climate is generally warmer, AR days will tend to make landfall when the temperature is above the freezing point. The partitioning of more precipitation as rain, rather than snow, can have severe impacts on flooding and water resource management in Norway.

How to cite: Whan, K., Sillmann, J., Schaller, N., and Haarsma, R.: Future changes in atmospheric rivers and extreme precipitation in Norway, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18594, https://doi.org/10.5194/egusphere-egu2020-18594, 2020.

EGU2020-19853 | Displays | NH1.6

Weather circulation patterns as precursor of heavy rainfall events: an application to Sicily, Italy

Giuseppe Cipolla, Antonio Francipane, and Leonardo Noto

Since the impacts of climate change on the environment have been constantly rising over the last decades, scientists have paid much attention to understanding the effects of this phenomenon. Climate change leads to different kinds of extremes, such as heavy rainfall events, characterized by short duration and high intensity, and drought, which can cause the problem of water scarcity over a certain area. These types of extreme events cause several damages for the affected areas since they can result in loss of human lives and economic damages. In particular, heavy rainfall events, which are often associated with convective precipitation because of their characteristics, may result in flash floods, especially when they hit small catchments with low times of concentration, thus causing economic damages and, more relevantly, human lives losses.

The increasing occurrence of heavy rainfall events in many areas of Europe, also in Italy, over the last few years, has contributed to raising the importance of understanding which factors could be recognized as drivers of these events. In this perspective, it is possible to identify in atmospheric circulation one of the causes of severe rainfall events occurrence since some air fluxes, generated from certain schemes of atmospheric circulation, could lead to the accumulation of moisture within a certain volume of the atmosphere, hence to the occurrence of rainfall.

Since even the Sicily (Italy) has been experimenting heavy rainfall events and consequent flash floods and urban floods in the last years, this work aims to find out a relationship between some weather circulation patterns, developed by the UK Met Office, and the rainfall Annual MAXima (AMAX) for the Sicily, recorded by the rain gauge network of Autorità di Bacino - Regione Siciliana. The possible connection between AMAX and WPs has been investigated in order to define some specific schemes of atmospheric circulation that are responsible for leading to the occurrence of AMAX in Sicily. In order to do this, a database containing the AMAX of all the available gauges for the Sicily has been used. A distinction between AMAX occurred in summer and winter season and their related WPs has been performed as well, with the goal to understand the possible influence of WPs on the summer and winter AMAX. Furthermore, in order to distinguish convective from stratiform AMAX, some analyses on reanalysis data, namely the CAPE and the Vertical Integral of Divergence of Moisture Flux (VIDMF), have been done.

How to cite: Cipolla, G., Francipane, A., and Noto, L.: Weather circulation patterns as precursor of heavy rainfall events: an application to Sicily, Italy, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19853, https://doi.org/10.5194/egusphere-egu2020-19853, 2020.

EGU2020-22016 | Displays | NH1.6 | Highlight

Short-duration extreme convective precipitation in the southeastern Alpine forelands of Austria under climate warming

Md. Humayain Kabir and Gottfried Kirchengast

The expected intensification of short duration extreme convective precipitation events (SDECPEs) under climate change likely leads to an increase of flash floods and landslides in vulnerable catchments such as the Styrian Raab catchment in the southeastern Alpine forelands of Austria. These extreme events may have strongly adverse effects on different sectors such as public infrastructure, households, and agriculture. Therefore, a clear understanding of SDECPEs is crucial to avoid severe damage risks.

In this work we aim to assess in this context the fingerprint of climate warming in SDECPE’s sub-hourly and hourly rainfall intensities in the southeastern alpine forelands in summertime from data over 1961-2019 within a southeast Austria focus region. We use high-resolution precipitation and temperature time series, and auxiliary data, from 20 gauges of the Austrian weather service (ZAMG) and the Austrian hydrographic service (AHYD) over 1961 to 2019 and additionally from the dense WegenerNet network of around 150 stations in southeast Austria, available over 2007 to 2019. Complementary synoptic data over the greater Alpine region, mainly from the European Reanalysis ERA5, help in convective-event weather typing and interpretation. Weather typing through principal component and cluster analysis as well as artificial intelligence methods and joint station analyses aid to assess the SDECPE changes.

It is found that extreme summertime precipitation in this region is frequently of short-term convective type and its intensity increased. According to previous work on temperature-precipitation scaling (Schroeer and Kirchengast, Clim.Dyn., doi:10.1007/s00382-017-3857-9, 2018), sub-hourly and hourly SDECPE intensities scale at super-CC rates in the region (about 9–14 % per °C) and we will report preliminary results on the rainfall intensification over the long-term time horizon from 1960 to present.

 

How to cite: Kabir, Md. H. and Kirchengast, G.: Short-duration extreme convective precipitation in the southeastern Alpine forelands of Austria under climate warming, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22016, https://doi.org/10.5194/egusphere-egu2020-22016, 2020.

EGU2020-17847 | Displays | NH1.6

Investigating triggering mechanisms for the large hailstorm event of July 10th, 2019 on the Adriatic Sea

Antonio 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 2020, Online, 4–8 May 2020, EGU2020-17847, https://doi.org/10.5194/egusphere-egu2020-17847, 2020.

EGU2020-4968 | Displays | NH1.6

Severe weather in the context of solar wind coupling to the magnetosphere-ionosphere-atmosphere system

Paul Prikryl, Vojto Rušin, Pavel Šťastný, Maroš Turňa, and Martina Zeleňáková

Tropical and extratropical cyclones can intensify into the most destructive weather systems that have significant societal and economic impacts. Rapid intensification of such weather systems has been examined in the context of solar wind coupling to the magnetosphere-ionosphere-atmosphere (MIA) system. It has been shown [1,2] that explosive extratropical cyclones and rapid intensification of tropical cyclones tend to follow arrivals of high-speed solar wind when the MIA coupling is strongest. The coupling generates atmospheric gravity waves (AGWs) that propagate from the high-latitude lower thermosphere both upward and downward [3,4]. In the upper atmosphere, AGWs are observed as traveling ionospheric disturbances. In the lower atmosphere, they can reach the troposphere and be ducted [4] to low latitudes. Despite significantly reduced wave amplitude, but subject to amplification upon over-reflection in the upper troposphere, these AGWs can trigger/release moist instabilities leading to convection and latent heat release, which is the energy driving the storms. The release of conditional symmetric instability is known to initiate slantwise convection producing rain/snow bands in extratropical cyclones. Severe weather, including severe winter storms, heavy snowfall and rainfall events, have been examined in the context of MIA coupling [5]. The results indicate a tendency of significant weather events, particularly if caused by low pressure systems in winter, to follow arrivals of solar wind high-speed streams from coronal holes. In the present paper we review the published results and provide further evidence to support them. This includes the occurrence of heavy rainfall events and flash floods, as well as the rapid intensification of recent hurricanes and typhoons, with the goal to identify sources of AGWs at high latitudes that may play a role in triggering convective bursts potentially leading to such events.

[1] Prikryl P., et al., J. Atmos. Sol.-Terr. Phys., 149, 219–231, 2016.

[2] Prikryl P., et al., J. Atmos. Sol.-Terr. Phys., 183, 36–60, 2019.

[3] Prikryl P., et al., Ann. Geophys., 23, 401–417, 2005.

[4] Mayr H.G., et al., J. Geophys. Res., 89, 10929–10959, 1984.

[5] Prikryl P., et al., J. Atmos. Sol.-Terr. Phys., 171, 94–110, 2018.

How to cite: Prikryl, P., Rušin, V., Šťastný, P., Turňa, M., and Zeleňáková, M.: Severe weather in the context of solar wind coupling to the magnetosphere-ionosphere-atmosphere system, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4968, https://doi.org/10.5194/egusphere-egu2020-4968, 2020.

EGU2020-5601 | Displays | NH1.6

The outstanding 2019 Heatwaves in Central Europe – driving mechanisms and soil-atmosphere feedbacks

Ricardo Trigo, Pedro Sousa, David Barriopedro, Ricardo García-Herrera, Carlos Ordóñez, and Pedro Soares

In the current study, we analyzed the two outstanding heatwaves (HWs) that affected Europe in summer 2019. The events occurred in late June and late July and were record-breaking, although peak temperatures were observed in distinct areas. During the June HW the highest temperatures were recorded in SE France, when the country registered for the first time temperatures above 45ºC. The July HW made thermometers cross the psychological barrier of 40ºC for the first time in Belgium and the Netherlands, breaking all-time records in widespread areas of Central Europe.

We detected that a subtropical ridge fostering warm advection from lower latitudes was a common feature for both HWs. However, we have also found distinct mechanisms shaping the two HWs. While the June HW was predominantly characterized by the intrusion of a vertically homogenous air mass of Saharan origin, surface processes and upward transport of sensible heat were pivotal for the July HW. Our results suggest that the intensity and extension of the June HW contributed to soil desiccation, which together with the persistence of dry and clear sky conditions during early July led to an amplification of the surface temperature anomalies during the late July HW. This is supported by a flow analogue exercise, showing amplified surface heating for flow analogues of the July HW when they are preceded by short-term dry soil moisture conditions, like those caused by the June HW. In turn, we show that, in agreement with the long-term regional warming, soil desiccation during the June 2019 event was larger than it would have been in the recent past (assessing 1984-2018 versus 1950-1983). Finally, we compared the spatio-temporal distribution of summer temperature for 2019 and the previous record-breaking summer 2003. Results show that an outstanding warming fingerprint (circa +1.5ºC in summer daily maximum temperatures averaged over Europe) has been superimposed on the relatively larger magnitude of the August 2003 HW (with respect to the climatology at that time), thus explaining the exceptionality of the record-breaking values observed in 2019.

This work was supported by national funds through FCT (Fundação para a Ciência e a Tecnologia, Portugal) under project IMPECAF (PTDC/CTA-CLI/28902/2017).

How to cite: Trigo, R., Sousa, P., Barriopedro, D., García-Herrera, R., Ordóñez, C., and Soares, P.: The outstanding 2019 Heatwaves in Central Europe – driving mechanisms and soil-atmosphere feedbacks, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5601, https://doi.org/10.5194/egusphere-egu2020-5601, 2020.

In line with what is expected in a context of global warming, droughts and heatwaves have increased both in frequency and intensity over the last century. Severe wildfires and vegetation depletion can result from those extreme weather events with considerable economic, social and environmental damages.

For the development of mitigation and adaptation strategies, there is a need for exhaustive vulnerability assessments, including the impacts of droughts and heatwaves on the Mediterranean environment.

If heatwave characteristics are well documented, similar studies about droughts are partial. Most of them are focused on meteorological droughts while agronomical ones are more complex to identify.

 

Using a coupled land surface–atmosphere regional model (ORCHIDEE-WRF) with the integration of plant phenology, we present an analysis of droughts and heatwaves occurring in the Western Mediterranean over the last 40 years. These extreme events are identified using two complementary methods: the Percentile Limit Anomalies (PLA) and the Standardized Precipitation Evapotranspiration Index (SPEI).

Impact assessment analysis show significant and dominant effect of droughts on plant phenology during summer. Evaluated using the Leaf Area Index (LAI), plant depletion can reach more than 50%. Response to drought depends on the vegetation type (long vs short root system) and biome (temperate vs semi-arid).

The impact of these extreme events on fire risk will be presented based on calculations of the wildfire meteorological risk (Fire Weather Index) and an analysis of the fire activity observed by the MODIS satellite instrument. We show that, even if extreme high temperature is the dominant cause, drought contributes to an increase of risk. Simultaneous heatwaves and droughts are the worst environmental conditions. The observed burned area can be ±4 times greater than during non-extreme conditions and the fire duration ±0.25 times longer.

How to cite: Guion, A., Turquety, S., Polcher, J., Pennel, R., and Fita, L.: Identification of droughts and heatwaves in the Western Mediterranean, variability and impacts on vegetation and wildfires using the coupled ORCHIDEE-WRF regional model, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7719, https://doi.org/10.5194/egusphere-egu2020-7719, 2020.

EGU2020-12738 | Displays | NH1.6

Cyclogenesis and density currents in the Middle East and the associated dust activity in September 2015

Diana Francis, Noor AlShamsi, Juan Cuesta, Ayse Gokcen Isik, and Cihan Dundar

The first 10 days of September 2015 were marked by an intense dust activity over the Middle East and the Arabian Peninsula. This study examines the atmospheric conditions at the origin of the large dust storms during this period. We particularly investigate the atmospheric dynamics leading to the development of a large dry cyclone over Iraq on 31 August 2015 which in turn generated an intense dust storm that affected most of the countries around the Arabian Gulf and lasted for 5 days. We found that the cyclone developed over Northwest Iraq as a transfer to low levels of a cut-off low which had formed two days earlier at upper levels over Turkey. Large dust loads exceeding 250 tons were emitted and moved southeast in a cyclonic shape toward the Arabian sea. The second large dust storm on 6-8 September 2015 occurred over Syria and affected all the coastal countries on the eastern side of the Mediterranean Sea. It was associated with the occurrence of a series of density currents over northeast Syria emanating from deep convection over the mountainous border between Syria and Turkey. The unusual development of deep convection over this area was associated with a blocking high and interaction with orography. Both the cut-off high and the cut-off low occurred during a period characterized by a meandering polar jet and an enhanced subtropical jet causing unstable weather over mid-latitudes which in turn led to highly polluted atmosphere by natural dust in the affected countries.
Keywords: Cut-off low; cut-off high; upper-level trough; density current; cyclone; evaporation cooling; desert areas; dust storms; polar jet; subtropical jet.

How to cite: Francis, D., AlShamsi, N., Cuesta, J., Gokcen Isik, A., and Dundar, C.: Cyclogenesis and density currents in the Middle East and the associated dust activity in September 2015, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12738, https://doi.org/10.5194/egusphere-egu2020-12738, 2020.

EGU2020-19880 | Displays | NH1.6

Hail climatology and impacts for the Netherlands

Hans de Moel, Lucas Wouters, Maaike Boon, Demi van Putten, Bram Van 't Veen, and Elco Koks

Convective storms that produce large hail are among the most damaging natural hazards and globally losses due to these events are increasing. To evaluate and quantify the potential risk associated with these storms, hail climatologies are created from historical records. Unfortunately, a comprehensive analysis of the Netherlands does not exist.

The aim of this study is to create a hail climatology of the Netherlands and report on spatial and temporal hail risk by combining two approaches. The first approach relies on written documents containing information on historic events collected from Weerspiegel-magazine and the European Severe Weather Database (ESWD), from the time period 1974-2019. The second approach utilizes radar-data from the time period 2008-2019 and implements a radar-based Hail Detection Algorithm (HDA) to estimate hailstone sizes.

Using these sources of hail observations, return periods are estimated for hail storms with various hail sizes in the Netherlands. Moreover, spatial differences within the Netherlands are explored based on both the written documents as well as the radar-based observations. Using this climatology, probabilities of being hit by hail with a certain size are calculated, differentiated by province. Such probabilities are of direct use for developing and evaluating risk management strategies for both the public (municipalities) and private sector (such as insurance). This becomes evident when looking, for instance, at solar panels, which serve an important role in the transition towards climate-neutral urban areas, but are also vulnerable to an (increasing) hail risk.

How to cite: de Moel, H., Wouters, L., Boon, M., van Putten, D., Van 't Veen, B., and Koks, E.: Hail climatology and impacts for the Netherlands, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19880, https://doi.org/10.5194/egusphere-egu2020-19880, 2020.

EGU2020-5474 | Displays | NH1.6

A probability model of three potential precursors during tornado occurrences: the Italian case.

Roberto Ingrosso, Piero Lionello, Mario Marcello Miglietta, and Gianfausto Salvadori

57 tornadoes with intensity Enhanced Fujita Scale 2 or larger that occurred in Italy in the period 2000–2018 are analysed in order to investigate the way two meteorological parameters, namely Wind Shear, calculated in 0-1 km and 0-6 km layers, and CAPE, affect their development. For this purpose, a statistical analysis, by means of homogeneity tests, conditional probabilities and a multivariate analysis via copulas is performed, using two different re-analysis datasets (ERA-Interim and ERA-5). The study indicates that: (a) tornadoes occur mostly in correspondence with positive anomalies of both variables; (b) probability of occurrence is correlated with WS, and (c) is maximum when either WS or CAPE are large. Also, the probability does not increase significantly with CAPE, although sufficiently large values are needed for tornado occurrence. These results are similar for both re-analyses we used and suggest that the selected parameters are reliable precursors for Italian tornadoes.

How to cite: Ingrosso, R., Lionello, P., Miglietta, M. M., and Salvadori, G.: A probability model of three potential precursors during tornado occurrences: the Italian case., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5474, https://doi.org/10.5194/egusphere-egu2020-5474, 2020.

EGU2020-8531 | Displays | NH1.6

Assessing Typhoon Risk Using Multi-model Ensemble Forecasts for Disaster Risk Reduction

Gregor C. Leckebusch and Kelvin S. Ng

Understanding high impact land-affecting tropical cyclones (TCs) is of crucial importance due to its potential to cause high socioeconomic damages and losses to many coastal areas.  However, due to the rarity of extreme severe TCs and the lack of persistent long-term meteorological observations, it is difficult to construct a robust risk assessment of high impact TCs based solely on historical records.  This poses a problem from the disaster risk reduction (DDR) perspective, e.g. for the development of financial instruments, as the estimate of occurrence probabilities above damage relevant thresholds remains highly uncertain. In this study, we present an overview and first results of our current project – INtegrated threshold development for PArametric Insurance Solutions (INPAIS), which demonstrates a way forward to improve expected occurrence probabilities of those events for the Western North Pacific (WNP).

We introduce a new approach to construct a TC event set for the WNP based on multi-model ensemble global forecasts – the THORPEX Interactive Grand Global Ensemble (TIGGE) dataset in combination with an impact-based tracking algorithm for Typhoons. This event set contains physically consistent events, which were forecasted but not necessarily realised in the observed past. With respect to the physical characteristics of these forecasted, but not realised events, they are not distinguishable from real TC events. This approach will allow to analyse data equivalent to more than 10,000 years.

In addition to the TC-related wind information, the TC-related precipitation, which is physically consistent with the associated TC, can also be obtained. This provides an opportunity to analyse the compound TC risk (wind and precipitation) using physically consistent data for the WNP. We further demonstrate how this information can be used to improve existing financial instrument for DRR, e.g. parametric insurance solution which is offered by many re-insurance companies, such that resilience and post-disaster recovery speed of society can be improved.

How to cite: Leckebusch, G. C. and Ng, K. S.: Assessing Typhoon Risk Using Multi-model Ensemble Forecasts for Disaster Risk Reduction, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8531, https://doi.org/10.5194/egusphere-egu2020-8531, 2020.

EGU2020-633 | Displays | NH1.6

Impact of surface warming over Equatorial Pacific ocean in western disturbances precipitation

Asiya Badarunnisa Sainudeen and Prasanta Sanyal

Indian subcontinent receives precipitation from the southwest monsoon, northeast monsoon, and western disturbances. Unlike southwest and northeast monsoon, precipitation by western disturbances is less studied in terms of understanding its forcing factors and future behavior. Synoptic weather phenomena that originate in temperate north-Atlantic and the Mediterranean sea are primarily responsible for the moisture convergence towards the Indian landmass through an eastward movement and cause Western Disturbance Precipitation (WDP) in Turkey, Iran, Pakistan, Afghanistan, and northwestern India during winter (December-March). Long term (116 years) WDP shows an increasing trend over most of the regions. To understand the forcing factors in WDP, a long term pressure gradient between the Indian landmass and northern Atlantic has been calculated. This pressure gradient also shows an increasing trend, thereby suggesting its direct influence on WDP. This influence is observed not only in the long term WDP but for each winter month as well. Previous studies showed the impact of Pacific ocean sea surface temperature (SST)  on the modulation of northern Atlantic ocean SST and surface pressure. However, no quantitative estimation on the relation of Pacific SST with WDP is known. Here, an attempt has been made to understand the role of Pacific SST in the long term trend of WDP.

Changes in SST and convection in the tropical Pacific region determines the interannual variability as well as seasonal climate forecasting all over the world by modulating the air-sea coupling and sea level pressure. Therefore, the potential impact of Pacific SST on WDP has been tested, and a significant correlation between them has been observed. To understand the causal factors behind such relation, statistical analysis like Pearson's correlation analysis was performed by taking the SST of the Nino 3.4 region with the surface pressure of the northern Atlantic and Indian subcontinent. This analysis gave a significant positive correlation (R=0.24) among NINO 3.4 SST and surface pressure over the northern Atlantic and negative correlation (R=-0.28) between NINO 3.4 SST and surface pressure of the Indian region. From this analysis, it is inferred that the Pacific warm pool primarily drives the lower and higher surface pressure over Indian landmass and northern Atlantic, respectively, by modulating the local meridional and zonal circulation, which further dictates WDP.

References

Dimri, A. P., et al. "Western disturbances: a review."Reviews of Geophysics 53.2 (2015): 225-246.    

Enfield, DAVID B., and ALBERTO M. Mestas-Nuñez. "Global modes of ENSO and non-ENSO sea surface temperature variability and their associations with climate."El-Niño and the Southern Oscillation: multiscale variability and global and regional impacts (2000): 89-112.

    

How to cite: Badarunnisa Sainudeen, A. and Sanyal, P.: Impact of surface warming over Equatorial Pacific ocean in western disturbances precipitation, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-633, https://doi.org/10.5194/egusphere-egu2020-633, 2020.

EGU2020-1140 | Displays | NH1.6

May long-term historical hydrological data be misleading for flood frequency analysis in current conditions of climate change?

Alexandra Fedorova, Nataliia Nesterova, Olga Makarieva, and Andrey Shikhov

In June 2019, the extreme flash flood was formed on the rivers of the Irkutsk region originating from the East Sayan mountains. This flood became the most hazardous one in the region in 80 years history of observations.

The greatest rise in water level was recorded at the Iya River in the town of Tulun (more than 9 m in three days). The recorded water level was more than 5 m above the dangerous mark of 850 cm and more than 2.5 m above the historical maximum water level which was observed in 1984.

The flood led to the catastrophic inundation of the town of Tulun, 25 people died and 8 went missing. According to preliminary assessment, economic damage from the flood in 2019 amounted up to half a billion Euro.

Among the reasons for the extreme flood in June 2019 that are discussed are heavy rains as a result of climate change, melting of snow and glaciers in the mountains of the East Sayan, deforestation of river basins due to clearings and fires, etc.

The aim of the study was to analyze the factors that led to the formation of a catastrophic flood in June 2019, as well as estimate the maximum discharge of at the Iya River. For calculations, the deterministic distributed hydrological model Hydrograph was applied. We used the observed data of meteorological stations and the forecast values ​​of the global weather forecast model ICON. The estimated discharge has exceeded previously observed one by about 50%.

The results of the study have shown that recent flood damage was caused mainly by unprepared infrastructure. The safety dam which was built in the town of Tulun just ten years ago was 2 meters lower than maximum observed water level in 2019. This case and many other cases in Russia suggest that the flood frequency analysis of even long-term historical data may mislead design engineers to significantly underestimate the probability and magnitude of flash floods. There are the evidences of observed precipitation regime transformations which directly contribute to the formation of dangerous hydrological phenomena. The details of the study for the Irkutsk region will be presented.

How to cite: Fedorova, A., Nesterova, N., Makarieva, O., and Shikhov, A.: May long-term historical hydrological data be misleading for flood frequency analysis in current conditions of climate change?, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1140, https://doi.org/10.5194/egusphere-egu2020-1140, 2020.

This study evaluates 32 climate models from CMIP5 compared with a daily gridded
observation dataset of extreme precipitation indices including total extreme precipitation (R95p),
maximum consecutive five days of precipitation (RX5day) and wet days larger than 10 mm of
precipitation (R10mm) over Northern China during the historical period (1986–2005). Results show
the majority models have good performance on spatial distribution but overestimate the amplitude of
precipitation over Northern China. Most models can also capture interannual variation of R95p and
RX5d, but with poor simulations on R10mm. Considering both spatial and temporal factors, the best
multi-model ensemble (Group 1) has been selected and improved by 42%, 34%, and 37% for R95p,
RX5d, and R10mm, respectively. Projection of extreme precipitation indicates that the fastest-rising
region is in Northwest China due to the enhanced rainfall intensity. However, the uncertainty
analysis shows the increase of extreme rainfall over Northwest China has a low confidence level.
The projection of increasing extreme rainfall over Northeast China from Group 1 due to the longer
extreme rainfall days is more credible. The weak subtropical high and southwest winds from Arabian
Sea lead to the low wet biases from Group 1 and the cyclonic anomalies over Northeast China, which
result in more extreme precipitation.

How to cite: Lu, X.: Evaluation and Projection of Extreme Precipitation over Northern China in CMIP5 Models, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1458, https://doi.org/10.5194/egusphere-egu2020-1458, 2020.

    In this work, the relationship between daily extreme precipitation and temperature is investigated by using rain gauge precipitation data and corresponding the Integrated Global Radiosonde Archive over eastern China during 1998-2012. Eventually, 14 stations are selected to explore the relationship in eastern China (MEC) and southeastern China (SEC). The result shows that daily extreme precipitation intensity increases approximately 7% when near surface temperature increases 1 °C in MEC and SEC, which generally follows Clausius–Clapeyron (CC) rate (CC rate describes the increasing rate of water vapor with temperature). Moreover, the regression slopes for the logarithmic daily extreme precipitation intensity and near surface temperature range from 3% °C-1 to 9% °C-1 at the selected stations in MEC and SEC. However, extreme precipitation intensity decreases with near surface temperature when the temperature is higher than 25 °C. That is, the increase of extreme precipitation with near surface temperature performances single peak structure in MEC and SEC. The variation of extreme precipitation and near surface dew point temperature shows the similar pattern in MEC and SEC (The transition dew point temperature is also about 25 °C). Therefore, it could be deduced that extreme precipitation intensity does not always increase with climate warming in MEC and SEC. In addition, precipitable water, which corresponds to extreme precipitation event, increases with near surface temperature at CC rate. It is found that the increase rate of precipitable water with temperature is closer to CC rate than that of extreme precipitation.

How to cite: Wang, R.: Evaluation of the relationship between daily extreme precipitation and temperature over Eastern China, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2297, https://doi.org/10.5194/egusphere-egu2020-2297, 2020.

EGU2020-2500 | Displays | NH1.6

A Case Study of Severe Precipitation Caused by Meiyu Front in Northwest Taiwan

Jou Ping Hou, Li Zhen Su, and Yi Hao Liao

From May to June in Southeast Asia, the cold high pressure on the mainland gradually weakens and the Pacific high pressure gradually increases. These two cold and warm pressure systems will form confrontations near Taiwan and South China. The stable "front" system is called "Meiyu front" in Taiwan. In previous studies, when the Meiyu front passed, it had the opportunity to converge with the prevailing wind field in front of the terrain in the northwestern part of Taiwan, resulting in a fast-moving airflow and the intensity of the jet, which is usually concentrated in the lower layers. It is therefore called a low-level jet. Low-level jets under certain conditions, known as barrier jets, can cause severe rainfall in northern Taiwan when they occur. The results of this study show that in the early morning of June 2, 2017, the Meiyu front approached northern Taiwan. When the main body of the front moved toward the Snow Mountain Range in northern Taiwan, a barrier jet appeared at an altitude of about 1 km. After the emergence of the barrier jets, sever precipitation occurred in Keelung and the northern coast of Taiwan in just 12 hours. Our research found that the emergence of barrier jets resulted in the increase of temperature gradients and vertical velocities in local areas; horizontal vortex tubes were twisted in the vicinity, and the horizontal wind shear on both sides of the jets enhanced the cyclonic circulation above the jets. And through the non-adiabatic effect, the stability of the release part was caused, resulting in a severe precipitation event in northern Taiwan. In this study, the observation data and model simulation results are compared with each other to analyze the main cause and physical mechanism of the severe precipitation in the northwest region in this case, and then to infer the dynamic and thermal processes of such weather phenomena over time.

How to cite: Hou, J. P., Su, L. Z., and Liao, Y. H.: A Case Study of Severe Precipitation Caused by Meiyu Front in Northwest Taiwan, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2500, https://doi.org/10.5194/egusphere-egu2020-2500, 2020.

Heavy precipitation has increased across many areas of the world, not only in terms of amounts but also of intensity and frequency, causing billions of dollars in economic losses and numerous fatalities. Our ability to prepare for and adapt to these events is tied to our understanding of the physical processes responsible for these events, and how they may respond to changes in anthropogenic forcings. Here we focus on the temporal clustering of heavy precipitation across Europe, highlight what the major climate drivers responsible for it are, and how it may change in response to changes in the concentration of greenhouse gasses. More specifically, we use a peak over threshold approach to identify heavy precipitation events, and Cox regression to relate the occurrence of these events to four climate modes that have been connected with the occurrence of heavy precipitation across Europe: the Arctic Oscillation (AO), the North Atlantic Oscillation (NAO), the East Atlantic (EA) pattern, and the Scandinavia pattern (SCAND). We use outputs from the Coupled Model Intercomparison Project Phase 5 (CMIP5), and experiments that allow us to focus on the response to CO2 (pre-industrial, 1pctCO2, abrupt4×CO2). To further detect the effects of downscaling on model-simulated precipitation, we also considered the accuracy of the EURO-CORDEX regional climate model (RCM) on capturing the temporal clustering in heavy precipitation across Europe. We find that: 1) the CMIP5 models can capture the temporal clustering in heavy precipitation across Europe as a function of these four climate modes; 2) the increases in CO2 are expected to lead to a strengthening of the relationship between the climate modes and the occurrence of heavy precipitation events; 3) the response to an abrupt increase in CO2 is generally stronger compared to a more gradual one.

How to cite: Yang, Z. and Villarini, G.: On the role of CO2 in enhancing the temporal clustering of heavy precipitation across Europe, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2764, https://doi.org/10.5194/egusphere-egu2020-2764, 2020.

  In Taiwan, when the rainy season comes, the extreme rainfall and typhoon events cause floods and economic losses in the middle and lower reaches, which impacts on the safety of people's lives. In this study, we took Dianbao River in Kaohsiung City as an example and simulated the rainfall-runoff in the upstream water catchment area based on the HEC-HMS model and used its results as the flow input condition of the FLO-2D model. The two models were validated by the Kongrey typhoon event in 2013 and the Megi typhoon event in 2016. In terms of upstream watershed, the analysis results of the HEC-HMS rainfall-runoff errors for the Kongrey typhoon and the Megi typhoon were as follows: percent errors of peak discharge (EQP) were 0.6% and 4.6%, respectively; errors of time to peak (ETP) were 0 hour and 2 hours, respectively; coefficients of efficiency (CE) were 0.89 and 0.91, respectively. In the Dianbao River, the FLO-2D model error analysis results of Kongrey typhoon and Megi typhoon events were as follows: percent errors of peak water level (EWP) were 13.51% and 4.71%, respectively; errors of time to peak (ETP) were 1 hour and 0 hour, respectively; coefficients of efficiency (CE) were 0.69 and 0.79, respectively. The simulation and validation of the two typhoon-inundated areas were reasonable and then the model was applied to explore the flood potential of the Dianbao River during different flood return periods.

KeywordsHEC-HMSFLO-2Drainfall-runofferror analysisflooding potential

How to cite: Hsieh, T.-H. and Liu, W.-C.: Analysis of flooding potential with different return periods-A case study of Dianbao River in Kaohsiung City, Taiwan, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2806, https://doi.org/10.5194/egusphere-egu2020-2806, 2020.

In this study, general circulation model (GCM) products were dynamically downscaled using the Regional Climate Model system version 4 (RegCM4), in order to study changes in the hydrological cycle - including extreme events - due to a warmer climate by the end of the 21st century over Southern China. The performance of 22 GCMs participating in the Coupled Model Intercomparison Project Phase 5 (CMIP5) in simulating the climate over the East Asian- western north Pacific region was first evaluated. It was found that MPI-ESM-MR, CNRM-CM5, ACCESS1-3, and GFDL- CM3 can reasonably reproduce the seasonal mean atmospheric circulation in that region, as well as its interannual variability. Outputs from these GCMs were subsequently downscaled, using the RegCM4, to a horizontal resolution of 25 km × 25km, for the period of 1979 to 2003, and also from 2050 to 2099, with the latter based on GCM projection according to the RCP8.5 scenario. Results show that the whole domain would undergo warming at the lower troposphere by 3 – 4 °C over inland China and ~2 °C over the ocean and low-latitude locations. Compared to the 1979-2003 era, during 2050-2099 boreal summer, the mean precipitation is projected to increase by 1 – 2 mm/day over coastal Southern China. There is also significantly enhanced interannual variability for the same season. In boreal spring, a similar increase in both the seasonal mean and also its year-to-year variations is also found, over more inland locations at about 25°N. Extreme daily precipitation is projected to become more intense, based on analyses of the 95th percentile for these seasons. On the other hand, it will be significantly drier during autumn over a broad area in Southern China: the mean rainfall is projected to decrease by ~1 mm/day. In addition, changes in the annual number of consecutive dry days (CDD) throughout the whole calendar year was also examined. It was found that CDD over the more inland locations will increase by ~5 days. Thus, there will be a lengthening of the dry season in the region. Global warming’s potential impact on sub-daily rainfall is also examined. For the rainfall diurnal cycle (DC), there is no significant change in both spatial and temporal patterns. Moisture budget analyses are also carried out, in order to ascertain the importance of change in background moisture, versus that in wind circulation, on the intensification of MAM and JJA mean rainfall as well as their interannual variability. The implication of these results on water management and climate change adaptation over the Southern China region will be discussed.

How to cite: Liu, Y. L., Tam, C.-Y., and Lee, S. M.: Investigating future changes in Southern China precipitation characteristics based on dynamically downscaled CMIP5 climate projections, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2987, https://doi.org/10.5194/egusphere-egu2020-2987, 2020.

EGU2020-5147 | Displays | NH1.6

Towards an integrated index on hydrometeorological risk in coastal Mediterranean Regions

Maria-Carmen Llasat, Tomeu Rigo, Montserrat Llasat-Botija, Maria Cortès, Joan Gilabert, Anna del Moral, Isabel Caballero, Esther Oliver, and José A. Jiménez

The Mediterranean region is a hot spot for climate and environmental changes (Cramer et al., 2018). Climate change rates currently observed and expected in future scenarios in this region, exceed the global trends for most variables. Particularly, the average annual mean temperature has risen by 1.4°C since the pre-industrial times and it is expected that it could increase more than 1°C before the end of the century. The Mediterranean coastal zone comprises 75 coastal watersheds and 224 coastal administrative regions, with a total of 46,000 km of coastline.  This coastal zone concentrates about the 50 % of the population of the Mediterranean region while also attracts millions of tourists, supports a large network of infrastructures and, also, supports a large set of coastal and marine ecosystems delivering valuable services.

Regional climatic and geographical characteristics determine the area to be frequently affected by multiple hydrometeorological hazards such as thunderstorms, floods, windstorms and marine storms. These hazards together with the existence of high values at exposure determine the Mediterranean coastal fringe to be highly vulnerable and subjected to a high risk to the impact of extreme events, which will likely be worsened due to climate change (IPCC, 2018). Due to this, long-term planning of these coastal areas requires a proper assessment of their vulnerability and risk. Usually, this has been done by considering these hazards in an independent manner, although it is clear that a more holistic and integrated approach considering their  interdependencies and feedbacks is needed.

Within this context, this work  proposes an integrated risk index to classify the Mediterranean coastal municipalities in terms of their susceptibility to be affected by multiple hydrometeorological hazards, which will be later integrated with a similar index for marine  hazards. The index will be tested for a representative Mediterranean coastal area highly affected by hydrometeorological and marine hazards, the Catalonia and Valencia coastal zone (NE Spanish Mediterranean). The indicators represent different system characteristics determining the expected risk: a) climatic, b) geomorphological and  c) impact and perception components. The selected climatic indicators used have been: return period of precipitation, number of lightning strikes and maximum wind speed. Geomorphological indicators include average slope of the catchment area and surface within the municipality. Socioeconomic indicators have been estimated from the economical compensations paid by the Consorcio de Compensación de Seguros (the National insurance company), number of flood events that have affected each municipality estimated from their impact, and population awareness and social impact measured through analysing response in social media (tweets) to the impact of these hazards. Finally, as a matter of validation, the impact of the last flood events affecting this region is compared with the spatial distribution of the developed index.

This work has been developed in the framework of the M-CostAdapt project (FEDER/MCIU-AEI/CTM2017-83655-C2-2-R) where  the adaptability to Climate Change and natural risks of the Mediterranean coast is analysed by jointly considering natural maritime and terrestrial (hydrometeorological) hazards.

How to cite: Llasat, M.-C., Rigo, T., Llasat-Botija, M., Cortès, M., Gilabert, J., del Moral, A., Caballero, I., Oliver, E., and Jiménez, J. A.: Towards an integrated index on hydrometeorological risk in coastal Mediterranean Regions, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5147, https://doi.org/10.5194/egusphere-egu2020-5147, 2020.

Using ERA-Interim daily reanalysis and precipitation data, the combined effects of East Asia-Pacific (EAP) and Silk Road (SR) teleconnection patterns on summer precipitation in southern China were investigated on synoptic to sub-monthly timescales. Combined EAP and SR patterns lead to more persistent and extreme precipitation in the Yangtze River Valley (YRV) and exhibit an obvious zonal advance between the South Asia High (SAH) and Western Pacific Subtropical High (WPSH) prior to its onset. During typical combined events, an overlap between the SAH and WPSH remains in a favorable position for Persistent Extreme Precipitation (PEP). Furthermore, SR-induced acceleration of the westerly jet stream and extra positive vorticity advection provide persistent upper-level divergence for YRV precipitation. An anomalous EAP-related cyclone/anticyclone pair over East Asia induces enhanced low-level southwesterlies to the northern anticyclone flank and northerlies from the mid-latitudes, advecting anomalously abundant moisture toward the YRV, resulting in clear moisture convergence. Moreover, the strong ascent of warmer/moister air along a quasi-stationary front may be crucial for PEP. During decay, the SAH and WPSH diverge from each other and retreat to their normal positions, and the strong ascent of warmer/moister air rapidly weakens to dissipation, terminating PEP in the YRV.

How to cite: Wang, C.: Combined Effects of Synoptic-Scale Teleconnection Patterns on Summer Precipitation in Southern China, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12374, https://doi.org/10.5194/egusphere-egu2020-12374, 2020.

EGU2020-13748 | Displays | NH1.6

Assessment of heavy rainfall risk of typhoon Hagibis (2019) associated with typhoon track

Tsuyoshi Hoshino and Tomohito Yamada

Typhoon Hagibis (2019) caused heavy rainfall and big flood damage in many river basins in Japan. In this research, we suggested the risk assessment method for heavy rainfall due to typhoon from the view point of a typhoon track by using records of rain gauges and typhoon track data from 1951. The relationships between typhoon position and rainfall intensity were obtained from the rain gauges and the typhoon track data for each rain gauge points. The relationships make it clear that typhoon track passes through the areas in which heavy rainfall occurred. The relationship can be used for risk assessment of heavy rainfall  in terms of typhoon track. The track of Typhoon Hagibis is the heaviest rainfall track for some points located in north of the typhoon track. However, some points close to the typhoon center or in south of the typhoon track are not the heaviest rainfall track. It means that if typhoon Hagibis shifted the track, the typhoon would cause heavier rainfall in some points. The result can be used not only for estimation of potential rainfall but also for selection of dangerous typhoons from large ensemble dataset. We assessed heavy rainfall risk of typhoons similar to typhoon Hagibis under historical and future climate by using the large ensemble climate dataset (d4PDF).

How to cite: Hoshino, T. and Yamada, T.: Assessment of heavy rainfall risk of typhoon Hagibis (2019) associated with typhoon track, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13748, https://doi.org/10.5194/egusphere-egu2020-13748, 2020.

EGU2020-18518 | Displays | NH1.6

Convective and stratiform precipitation: A PCA-based clustering algorithm for their identification

Antonio Francipane, Gianluca Sottile, Giada Adelfio, and Leonardo V. Noto

The increasing occurrence of flood events in some areas of the Southern Mediterranean area (e.g., Sicily), over the last few years, has contributed to raising the importance of characterizing such events and identifying their causes. Since most of these events can be related to high-intensity rainfalls, which, in turn, are usually due to convective rainfall, it is very important to understand which factors could be recognized as drivers of such extreme events. Nevertheless, the way to distinguish between convective and stratiform rainfall is still an open issue and not easy to solve.
With this regard, starting from precipitation time series recorded at different rain gauge stations of Sicily, which is the greatest Mediterranean island, we propose an algorithm capable to classify precipitation distinguishing between their convective and stratiform components.
In order to do that, a dataset from the regional agency SIAS (Servizio Informativo Agrometeorologico Siciliano - Agro-meteorological Information Service of Sicily) has been used because of its high temporal resolution, quality, and availability of up-to-date data. Specifically, data from rain gauge stations spread over the entire island have been collected for the period 2003 - 2018 and with a temporal resolution of 10 minutes.
In order to classify the precipitation in convective and stratiform components, the functional PCA-based clustering approach (denoted by FPCAC) has been applied, which can be considered as a variant of a k-means algorithm based on the principal component rotation of data. In order to evaluate the validity of the proposed algorithm, finally, the results have been compared to some ERA5 reanalysis products.

How to cite: Francipane, A., Sottile, G., Adelfio, G., and Noto, L. V.: Convective and stratiform precipitation: A PCA-based clustering algorithm for their identification, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18518, https://doi.org/10.5194/egusphere-egu2020-18518, 2020.

EGU2020-20156 | Displays | NH1.6

Potentially catastrophic precipitation events and associated weather types in the western Mediterranean area

Damián Insua-Costa, Gonzalo Miguez-Macho, Marc Lemus-Canovas, and María Carmen Llasat

The western Mediterranean region (WMR) often suffers from the devastating effects of flooding, caused by enormous rain accumulations that sometimes resemble the values produced by tropical systems. The ensuing socio-economic impact is so high that some of these extreme precipitation events are remembered and studied for decades. The main underlying reason for the high frequency of flooding in the WMR is that its precipitation regime presents a strong seasonality, with a maximum in late autumn associated with the development of strong convective situations that give rise to relatively short but intense periods of rain.

Here, we use the MESCAN precipitation analysis to detect daily heavy precipitation events in the WMR for the period 1980-2015. We consider a particular day as extreme if the precipitation for that day exceeds a threshold, which is based on normalized daily precipitation anomalies combined with a constant value.  The selected events are ranked according to their magnitude, defined on the basis of the amount and intensity of rain as well as the total extent affected. We then associate a weather pattern to each detected event. The methodology used to classify extreme days by weather types is based on a principal component analysis (PCA) approach. Specifically, we apply a PCA to a temporal mode matrix of 500 hPa geopotential height and mean sea level pressure, both obtained from ERA-5 reanalysis data. Our results show that the atmospheric configurations leading to torrential rainfall in the WMR are very reduced and recurrent; only four weather types are present in most of the extreme days. One of the main novelties of this study is that we can distinguish between more and less intense cases, so we were able to ascertain that only two of these four weather types are responsible for the majority of the most severe cases.

How to cite: Insua-Costa, D., Miguez-Macho, G., Lemus-Canovas, M., and Llasat, M. C.: Potentially catastrophic precipitation events and associated weather types in the western Mediterranean area, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20156, https://doi.org/10.5194/egusphere-egu2020-20156, 2020.

EGU2020-19476 | Displays | NH1.6

Postprocessing heavy precipitation forecasts for India with Quantile Mapping

Martin Widmann, Michael Angus, Andrew Orr, and Gregor Leckebusch

It is estimated that around 10% of India’s population (or 130 million people) are acutely exposed to flooding resulting from intense rainfall, particularly during the main monsoon season (June to September). Such severe weather and accompanying flooding can result in considerable disruption to human communities and individuals by causing loss of life, damage to property, loss of livestock, destruction of crops and agricultural land, and deterioration of health conditions owing to waterborne diseases. To provide early warning of these heavy rainfall events, reliable impact-focused forecasting from operational weather forecasting centres such as NCMRWF (National Centre for Medium Range Weather Forecasting) and IMD (Indian Meteorological Department) is crucial.

Yet, despite the advances in numerical weather predictions and the state-of-the-art models used in India, accurately forecasting extreme weather at these scales is still difficult, and the intensity and spatial structure of predicted precipitation can both exhibit large errors. These errors are mainly caused by the limited resolution of weather forecasting models, and the resulting lack of adequate representation of small-scale processes. Some of them can be substantially reduced by statistical postprocessing of the forecasts taking into account past observations. However, currently no postprocessing methods for precipitation are applied to the weather forecasts over India.

Here, we present first results of postprocessing precipitation ensemble forecasts for India with local Quantile Mapping. Given our focus on heavy precipitation and the associated problem of a low number of cases and high sampling variability for the simulated and observed empirical Probability Density Functions (PDFs), we employ both standard, non-parametric PDFs but also parametric PDFs based on the Gamma and Generalised Extreme Value distributions.

This work is part of the ‘Weather and Climate Science for Service Partnership India’ (WCSSP-India) project ‘Heavy Precipitation forecast Postprocessing over India (HEPPI)’. Quantile Mapping is a member-by-member postprocessing method that essentially retains the spatial structure of the raw simulation. Within HEPPI we will also test ensemble-based methods and methods that adjust the spatial structure. This work provides the basis for further integration of meteorological and hydrological predictions.

How to cite: Widmann, M., Angus, M., Orr, A., and Leckebusch, G.: Postprocessing heavy precipitation forecasts for India with Quantile Mapping, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19476, https://doi.org/10.5194/egusphere-egu2020-19476, 2020.

EGU2020-14631 | Displays | NH1.6

Climate Change’s Influence on June 2009 Extreme Precipitation Event Over Southeast Austria

Aditya N. Mishra, Douglas Maraun, Heimo Truhetz, Emanuele Bevacqua, Raphael Knevels, Herwig Proske, Helene Petschko, Alexander Brenning, and Leopold Philip

During 22-24 June 2009, Austria witnessed a rampant rainfall spell that spread across populated areas of the country. High-intensity rainfall caused 3000+ landslides in Feldbach, and property damages worth €10,000,000 in Styria itself. Numerous synoptic-scale studies indicated the presence of a cut-off low over the Adriatic and excessive moisture convergence behind the extreme event. In a warmer climate change scenario, such an extreme precipitation event may become more intense due to higher water holding capacity of air with increased temperatures, but this reasoning may not be so straightforward considering the complex physics of precipitation.

Precipitation, as a natural atmospheric phenomenon, is dependent upon the dynamic and thermodynamic characteristics of the atmosphere. While it is safe to say that the thermodynamic characteristics of the atmosphere are relatively easier to simulate with confidence using available global models, the same cannot be said about the dynamics. This can be blamed on the chaotic non-linear behaviour of the atmosphere and problem in resolving sub-grid scale processes that reduce the model accuracy for longer spatial scales.

CCLM regional model is used to study this extreme precipitation event. Our setup uses IFS data to calculate initial and boundary conditions for the simulations of the ‘present’ case where our attempt is to recreate the event over the same location as the original event. Further we use CMIP5 global climate models (at the RCP8.5) scenario. In particular, these will be applied in the ‘surrogate climate change’ method. Here, the climate change signals are calculated by computing the difference between the thermodynamic fields of the CMIP5 simulations for the future and the past. These climate change signals are applied to the original fields to obtain the ‘changed’ fields which are used to calculate new initial and boundary conditions resembling a climate-change future. A similar approach is to be applied for the ‘past’ case simulations.

The idea behind this experimental setup is to establish a ‘storyline’ for the event as it would have occurred in the past, present and the future. The storyline approach provides an alternative to the traditional probabilistic approach for assessing risk enhancement and can serve to study responses of different mechanisms to climate change. The storyline approach also helps in decision-making as event-oriented risk management is easy for people to perceive and respond to. An associated landslide modelling study, which uses the precipitation output of our simulations as input, looks into the probable increased risks of landslides in the region and will directly aid the lives of those living in Southeast Austria.

How to cite: Mishra, A. N., Maraun, D., Truhetz, H., Bevacqua, E., Knevels, R., Proske, H., Petschko, H., Brenning, A., and Philip, L.: Climate Change’s Influence on June 2009 Extreme Precipitation Event Over Southeast Austria, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-14631, https://doi.org/10.5194/egusphere-egu2020-14631, 2020.

EGU2020-10871 | Displays | NH1.6

Recurrence of extreme temperatures in Switzerland from 1965 to 2018

Stefanie Gubler, Sophie Fukutome, and Christoph Frei

Extreme high temperatures have a strong impact on human well-being. In Switzerland, for instance, mortality has been shown to increase during strong heat waves (e.g., Ragettli et al., 2017) such as those that occurred in 2003, 2015, or 2018. Knowledge on the recurrence of such heat waves is therefore important, but conventional analysis of observational series is challenged by their rare occurrence (limited sampling), long-term trends, and strong seasonality (non-stationarity). This work presents a methodology, to derive reliable recurrence estimates of extreme maximum and minimum temperature events, taking account of gradual trends and seasonality in the data.

Temperature in Switzerland undergoes pronounced seasonal fluctuations, both in mean value and variance. In addition, a significant warming occurred over the last decades. To derive robust estimates on the rarity of a given extreme temperature event, it is important that these non-stationarities are formally modelled. Our modelling assumes that observed daily temperatures at stations are a superposition of a gradual, non-linear trend and residuals from a skewed T-distribution. The parameters of that distribution are assumed to vary over the year as second order harmonic functions. The model parameters are estimated using maximum likelihood. Thanks to this modelling, the existing daily temperature data can be transformed into a standard normal distribution, and the probability of an event can thus be assessed with respect to the climate at the time of measurement (year, calendar day).

With this methodology in hand, we analyze heat waves of the past, focusing on extreme temperatures at the beginning of summer when mortality risks are higher (Ragettli et al, 2017). We show how the risk of extreme heat has changed in the past, and how very rare events have become much more frequent in the present climate.

 

Ragettli, M., Vicedo-Cabrero, A. M., Schindler, C., and M. Röösli (2017): Exploring the association between heat and mortality in Switzerland between 1995 and 2013, Environmental Research, 158, 703-709, https://doi.org/10.1016/j.envres.2017.07.021.

How to cite: Gubler, S., Fukutome, S., and Frei, C.: Recurrence of extreme temperatures in Switzerland from 1965 to 2018, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10871, https://doi.org/10.5194/egusphere-egu2020-10871, 2020.

EGU2020-40 | Displays | NH1.6

The influence of synoptic weather patterns in supercell formation in Spain

Carlos Calvo-Sancho and Yago Martín

Supercells are the most organized and complex type of thunderstorms. Their formation, among other factors, is greatly influenced by general synoptic weather conditions. The goal of the study is to analyze the effect of different circulation weather types (CWT) in supercell formation and their spatiotemporal patterns in Spain. We use 2014-2018 data from the Spanish Supercell Database from the weather online network Tiempo.com (Martín et al., 2019) and compute 12 different CWTs through a Principal Component Analysis (PCA) of the 6-hour average of the 500hPa atmospheric pressure variable from the National Center for Environmental Prediction (NCEP) Reanalysis database. Results indicate that supercells are more common in three CWTs related with short-wave troughs over the Iberian Peninsula, particularly in the period from May to September. In these three CWTs the spatial distribution mainly concentrates in northeastern Spain, particularly in the Middle Ebro Valley (MEV) and the easternmost part of the Iberian System.

How to cite: Calvo-Sancho, C. and Martín, Y.: The influence of synoptic weather patterns in supercell formation in Spain, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-40, https://doi.org/10.5194/egusphere-egu2020-40, 2020.

EGU2020-1071 | Displays | NH1.6

India can't Wait to Act upon Climate Change as Heatwaves Claim Life

Naveen Sudharsan, Jitendra Singh, Subimal Ghosh, and Subhankar Karmakar

In the recent past, India has experienced an increase in daily maximum and minimum temperature by 0.8 to 1 °C and 0.2 to 0.3 °C, respectively, along with an increased number of heatwave days. Human fatality, morbidity and discomfort are often reported due to the frequent heatwaves in India. To understand the effect of humidity in heatwaves over India, here in this study, we have classified the heatwaves into oppressive (high temperature and high humidity) and extreme (high temperature and low humidity) using excess heat factor approach. The rate of increase in oppressive heatwave days is exceeding that of the extreme heatwave days, even though the total number of oppressive heatwave days is fewer than the extreme heatwave days in the considered period (1953 to 2013). Moreover, the oppressive heatwave days are found to be the fatal one, as it is well correlated with the heat-related deaths in India.

As per COP 21 agreement, countries pledged to maintain the global temperature well below a 2 °C above the pre-industrial levels while attempting to limit the same to 1.5 °C. Taking these two warming scenarios, we have identified the heatwave events in near-future (2035 to 2065) and far-future (2070 to 2100). The number of oppressive heatwave days is expected to show an alarming five-fold increase at 2 °C warming (comparing to the period 1976 to 2005) by the end of the century. Limiting the warming to 1.5 °C from the proposed 2 °C results in a 67% reduction in oppressive heatwave days. A substantial jump in the number of oppressive heatwave days when compared with extreme heatwave days proposes that the Indian population is expected to be severely affected by heatwaves in the future amidst inadequate adaptive measures.

How to cite: Sudharsan, N., Singh, J., Ghosh, S., and Karmakar, S.: India can't Wait to Act upon Climate Change as Heatwaves Claim Life, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1071, https://doi.org/10.5194/egusphere-egu2020-1071, 2020.

In our study, we aim to examine what factors lead to the summer heat waves over Eurasia and their variability. The analysis reveals that the summer heat waves over Eurasia show two kinds of spatial patterns: midlatitude and high latitude types. The mid-latitude heat wave mainly occurred over west Russia in the west of 55°E and in the south of 60°N, whereas the high-latitude type mainly occurred over west Russia in the east of 55°E and in the north of 55°N. We further analyzed the relationship of the two kinds of heat waves with atmospheric circulation patterns in the Atlantic-Eurasian sector and sea surface temperature (SST) anomalies over the North Atlantic and Arctic. The results show that the cold or warm SST anomalies over Barents-Kara Seas (BKS) can significantly influence the latitude and longitude of Russian heat waves, while the heat waves are also related to the latitude of positive SST anomalies over North Atlantic.

A mid-latitude wave train propagating into Eurasia and mid-latitude Russian heat waves, which are related to the positive phase of the North Atlantic Oscillation (NAO), are seen when there are strong SST warming in the North Atlantic mid-high latitudes south of 60°N and SST cooling over BKS. In contrast, a high-latitude Russian heat wave can occur over west Russia when there are positive SST anomalies over Baffin Bay, Davis Strait and Labrador Sea north of 60°N and BKS, while this high-latitude wave train is related to the decay of Greenland blocking or the negative NAO phase via high-latitude wave train propagation.

How to cite: Wang, H. and Luo, D.: Summer Eurasian Heat Wave and its linkage to SST anomalies over North Atlantic and Barents-Kara Seas, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1218, https://doi.org/10.5194/egusphere-egu2020-1218, 2020.

EGU2020-3327 | Displays | NH1.6

Trends of extreme temperature events over the Iberian Peninsula during the 21st century

Francisco Javier Acero, Javier Portero, and José Agustín García

Heat waves are meteorological events exceptionally extremes that are increasing in frequency, duration and intensity. The Iberian Peninsula is characterized in the last decades by an increase in the trend of extreme temperature events and its consequences are important not only for the effects over the population but also for agriculture and biodiversity. The main objective in this study is to analyse future trends over the 21st century for extreme temperature using two events: heat waves and warm events. These are defined as the period of at least two consecutive days with temperatures over a certain threshold, the 95th percentile for heat waves and the 75th percentile for warm events. For this purpose, 14 different regionalized dynamic climate projections dataset are used. Firstly, to choose the better climate models, the common period 1961-2000 is used to compare with observational data obtained from SPAIN02 grid dataset. Once the better climate models are selected, trends in both events are analysed for the past (1961-2000) and the future (2011-2099). To estimate trends, Mann-Kendall test and Theil-Sen estimator were applied. Mann-Kendall test returns the significance of the trends for each grid point, while Theil-Sen estimator estimates the value of that trend. Moreover, max-stables processes are used to compare spatial dependence between dynamic projections. The results for the comparison period show that maximum temperature and moderate values of the maximum temperature are increasing smoothly, while low values of maximum temperatures are increasing even faster. This means that the variability of extreme temperature is decreasing, especially in the Mediterranean area of the Iberian Peninsula. For the 21st century, results reveal a significant positive trend in low values of the maximum temperatures that increases throughout the century over the whole study area. Warm events show a significant positive trend in frequency and intensity. This trend drastically increases from 2050 onwards.

How to cite: Acero, F. J., Portero, J., and García, J. A.: Trends of extreme temperature events over the Iberian Peninsula during the 21st century, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3327, https://doi.org/10.5194/egusphere-egu2020-3327, 2020.

Strong winds over the sea surface induced by tropical cyclones (TCs) of Northwest Pacific (NWP) basin have been posing great threats to maritime activities, and quantitative assessment on its hazard intensity is of great importance. In the past, most studies focused on the modeling of winds over the land and areas of major island areas numerically or statistically. However, there is no systematic assessment of TC wind hazard over the NWP basin with long-term wind time series based on windfield modeling of historical TC events. In this study, the footprints of historical TC events during 1949~2019 were modeled based on the parametric models developed in previous studies, which simulate the winds of both gradient layer and planetary boundary layer. The historical TC track data were obtained from the China Meteorological Administration, and the wind records from the Global Telecommunication System (GTS) data were used for the calibration and validation of the models. The spatial resolution of the modeling output is 1km for winds over the sea surface. In order to reflect wind speed heterogeneity over the land of small islands, the wind speeds were modeled with 90-meter resolution by considering local terrain effects and roughness heights of islands, derived from 90m SRTM DEM data and 30m land-used data. Based on the simulated wind footprints of the 2384 TC events during 1949~2019, the relationships between wind intensity and frequency of each modeling pixel were analyzed and fitted with General Extreme Value (GEV) distribution. A series of wind hazard maps, including wind speeds for return periods of 5a, 10a, 20a, 50a and 100a, and the exceedance probabilities of wind scales from 10 to 17, etc were produced. These wind hazard maps are useful to the management of TC disaster risks in the NWP basin.

How to cite: Guo, C. and Fang, W.: Assessment on the wind hazard of tropical cyclones over the Northwest Pacific basin with parametric wind field model, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4124, https://doi.org/10.5194/egusphere-egu2020-4124, 2020.

EGU2020-4359 | Displays | NH1.6

Long-term intensification of the East Asian Summer Monsoon (EASM) lifecycle based on observation and CMIP6

Jina Park, Hyungjun Kim, Shih-Yu(Simon) Wang, Jee-Hoon Jung, Kyo-Sun Lim, and Jin-Ho Yoon

In 2018, Japan experienced successive extremes, flood and following heat wave. The East Asian summer monsoon (EASM) has lifecycle and depending on the cycle, the basic condition of rainfall and heat event is decided. Thus, to examine the variability to the basic condition which is capable to make extreme event favorable, the long-term change of the EASM lifecycle is analyzed based on observation datasets and historical simulations of the Couple Model Intercomparison Project Phase 6 (CMIP6).

 According to the observation, the active phase of EASM has intensified and the break phase becomes longer, resulting in a shorter but stronger rainy season followed by a longer dry spell. This intensification in the precipitation evolution is accompanied by increased lower tropospheric southwesterly wind and convergence of water vapor flux, suggesting a dynamical cause. The widely reported westward extension of the Western North Pacific Subtropical High associated with the warming climate is a likely driver. Some of the CMIP6 models were able to capture the climatology of the EASM lifecycle and its intensification similar to those observed, but the majority of models still did not properly simulate the EASM lifecycle.

How to cite: Park, J., Kim, H., Wang, S.-Y., Jung, J.-H., Lim, K.-S., and Yoon, J.-H.: Long-term intensification of the East Asian Summer Monsoon (EASM) lifecycle based on observation and CMIP6, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4359, https://doi.org/10.5194/egusphere-egu2020-4359, 2020.

Global climate change not only affects the processes within the water cycle but also leads to the frequent occurrences of local and regional extreme drought events. In China, spatial and temporal characterizations of drought events and their future changing trends are of great importance in water resources planning and management. In this study, we employed self-calibrating Palmer drought severity index (SC-PDSI), cluster algorithm, and severity-area-duration (SAD) methods to identify drought events and analyze the spatial and temporal distributions of various drought characteristics in China using observed data and CMIP5 model outputs. Results showed that during the historical period (1961–2000), the drought event of September 1965 was the most severe, affecting 47.07% of the entire land area of China, and shorter duration drought centers (lasting less than 6 months) were distributed all over the country. In the future (2021–2060), under both RCP[CF1]  4.5 and RCP 8.5 scenarios, drought is projected to occur less frequently, but the duration of the most severe drought event is expected to be longer than that in the historical period. Furthermore, drought centers with shorter duration are expected to occur throughout China, but the long-duration drought centers (lasting more than 24 months) are expected to mostly occur in the west of the arid region and in the northeast of the semi-arid region.

How to cite: Yang, X.: Spatial and Temporal Characterization of Drought Events in China Using the Severity-Area-Duration Method , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6429, https://doi.org/10.5194/egusphere-egu2020-6429, 2020.

EGU2020-7305 | Displays | NH1.6

Drought Events and Causes in North China in 2018

Jianying Feng, Yu Zhang, and Suping Wang

In 2018, severe meteorological drought occurred in the southwest of Northeast China, the  east-central of Inner Mongolia and the east of North China. Drought shows obvious regional and stage nature .In early March, mild to moderate drought appeared in North China, followed by severe drought in parts of northern and eastern of Hebe province. After the middle of April, the drought was alleviated obviously, and the drought in the southwest of Northeast China began to show signs. In  early May, there was mild to moderate drought in the central and eastern part of Inner Mongolia, and the drought in Northeast China developed. From June to early August, severe drought and above occurred in parts of Liaoning province , Inner Mongolia and North China. In mid-August, in addition to Liaoning province and North China, there were scattered light to moderate drought, drought relief in the northern China. In early September, the drought in North China increased and the range spread northward, and there were droughts of different degrees in the whole North China.In winter, there is only mild drought in North China.

The drought in this region has affected the agricultural production in different degrees. Spring sowing is blocked in the east of Inner Mongolia and the west of Northeast China, and high temperature in summer leads to the development of drought, corn and rice and other crops are adversely affected.

From spring to autumn, the precipitation in most parts of the drought disaster  area is less than 10-40%, and the temperature is higher than 1-2 ℃. The lack of precipitation and abnormal high temperature accelerated the loss of surface water, which resulted in the occurrence of drought in this area.

In spring of 2018, the middle and high latitudes are generally controlled by flat air flow, which is not conducive to the establishment of trough ridge, making the northern dry area lack of favorable precipitation conditions; in summer and autumn, the existence of Baikal Lake high-pressure ridge, resulting in circulation patterns that are not conducive to the precipitation conditions in the northern dry area. Among them, the obvious flat air flow in spring and the obvious high pressure ridge in summer are the main reasons for the outstanding drought in spring and summer in the northern arid area.

How to cite: Feng, J., Zhang, Y., and Wang, S.: Drought Events and Causes in North China in 2018, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7305, https://doi.org/10.5194/egusphere-egu2020-7305, 2020.

EGU2020-11050 | Displays | NH1.6

An approach towards addressing meteorological factors for extreme event impacts

Uwe Ulbrich and Jens Grieger

The ClimXtreme program funded by the German Ministry of Education and Research is designed to address Physics and Processes, Statistics, and Impacts of meteorological extreme events, considering both the past period covered by instrumental measurements, and future climate scenarios. In its branch on impacts, the impact of hazards in Europe (convective events, severe precipitation, heat waves and droughts, and large scale storms) shall be considered in order to identify the underlying relevant weather situations and the antecedent meteorological factors. The specific characteristics of the extreme events shall also be explored. Aiming at a better understanding of the impacts of the extremes, investigations shall go beyond quantification of the local severity of a hazard. The assumption is that there is also an influence of weather and climate on exposure and vulnerability. These factors for the occurrence and the magnitude of damaging impacts  thus depend on local climatology, the occurrence of specific weather sequences augmenting vulnerability, or the occurrence of specific combinations of factors which individually needn’t be extreme (compound events).  One starting point are thus already existing impact models, which do not take (all of) these factors into account. Results from numerical climate models will be used to estimate the future change of risks under climate change.

How to cite: Ulbrich, U. and Grieger, J.: An approach towards addressing meteorological factors for extreme event impacts, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11050, https://doi.org/10.5194/egusphere-egu2020-11050, 2020.

The changes in three aspects of frequency, intensity and duration of the compound, daytime and nighttime heat waves (HWs) over China during extended summer (May–September) in a future period of the mid-21st century (FP; 2045-2055) under RCP4.5 scenario relative to present day (PD; 1994-2011) are investigated by two models, MetUM-GOML1 and MetUM-GOML2, which comprise the atmospheric components of two state-of-the-art climate models coupled to a multi-level mixed-layer ocean model. The results show that in the mid-21st century all three types of HWs in China will occur more frequently with strengthened intensity and elongated duration relative to the PD. The compound HWs will change most dramatically, with the frequency in the FP being 4–5 times that in the PD, and the intensity and duration doubling those in the PD. The changes in daytime and nighttime HWs are also remarkable, with the changes of nighttime HWs larger than those of daytime HWs. The future changes of the three types of HWs in China in two models are similar in terms of spatial patterns and area-averaged quantities, indicating these projected changes of HWs over the China under RCP4.5 scenario are robust. Further analyses suggest that projected future changes in HWs over China are determined mainly by the increase in seasonal mean surface air temperatures with change in temperature variability playing a minor role. The seasonal mean temperature increase is due to the increase in surface downward longwave radiation and surface shortwave radiation. The increase in downward longwave radiation results from the enhanced greenhouse effect and increased water vapour in the atmosphere. The increase in surface shortwave radiation is the result of the decreased aerosol emissions, via direct aerosol-radiation interaction and indirect aerosol-cloud interaction over southeastern and northeastern China, and the reduced cloud cover related to a decrease in relative humidity.

How to cite: Su, Q.: Projected near-term changes in three types of heat waves over China under RCP4.5, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12349, https://doi.org/10.5194/egusphere-egu2020-12349, 2020.

EGU2020-12421 | Displays | NH1.6

Determination of Drought Threshold for Agricultural Land-use using Satellite Image Analysis Techniques

Jieun Kim, Jaehyung Yu, Sang Kee Seo, Jin-Hee Baek, and Byung Chil Jeon

The climate change causes major problems in natural disasters such as storms and droughts and has significant impacts on agricultural activities. Especially, global warming changed crops cultivated causing changes in agricultural land-use, and droughts along with land-use change accompanied serious problems in irrigation management. Moreover, it is very problematic to detect drought impacted areas with field survey and it burdens irrigation management. In South Korea, drought in 2012 occurred in western area while 2015 drought occurred in eastern area. The drought cycle in Korea is irregular but the drought frequency has shown an increasing pattern. Remote sensing approaches has been used as a solution to detect drought areas in agricultural land-use and many approaches has been introduced for drought monitoring. This study introduces remote sensing approaches to detect agricultural drought by calculation of local threshold associated with agricultural land-use. We used Landsat-8 satellite images for drought and non-drought years, and Vegetation Health Index(VHI) was calculated using red, near-infrared, and thermal-infrared bands. The comparative analysis of VHI values for the same agricultural land-use between drought year and non-drought year derived the threshold values for each type of land-use. The results showed very effective detection of drought impacted areas showing distinctive differences in VHI value distributions between drought and non-drought years.

How to cite: Kim, J., Yu, J., Seo, S. K., Baek, J.-H., and Jeon, B. C.: Determination of Drought Threshold for Agricultural Land-use using Satellite Image Analysis Techniques, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12421, https://doi.org/10.5194/egusphere-egu2020-12421, 2020.

EGU2020-14751 | Displays | NH1.6

Estimation of hail occurrence from satellite, lightning and radar data in Croatia

Damjan Jelic, Petra Mikus Jurkovic, Barbara Malecic, Barbara Vodaric Surija, Maja Telisman Prtenjak, and Natasa Strelec Mahovic

In western and central regions of Croatia, as well as Istria peninsula, hail activity is monitored by hail pads and hail observations, the analyses of which shows that these regions have a significant frequency of high-intensity hail events. On 25 June 2017 weather conditions were favorable for development of several MSC in the region, some of which organized into a squall lines, causing severe weather effects over larger portion of Croatia. Hail pad networks reported 46 records of hail all over the region introducing one of the largest number of records in one day. Hail size varied between 1 and 2 cm with exception of 2 stations recording 2.5 and 3.1 cm diameters. Since the episode covers large area and offers high number of hail pad data it is suited for testing other indirect methods for assessment of hail. We are investigating capabilities of satellite products based on HRV and colored enhanced IR 10.8 µm channels (overshooting tops, plume, cold ring...), lightning activity and lightning jump activity to estimate hail occurrence and for the first time for Croatia, inspect radar products in assessing hail intensity.

How to cite: Jelic, D., Mikus Jurkovic, P., Malecic, B., Vodaric Surija, B., Telisman Prtenjak, M., and Strelec Mahovic, N.: Estimation of hail occurrence from satellite, lightning and radar data in Croatia, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-14751, https://doi.org/10.5194/egusphere-egu2020-14751, 2020.

EGU2020-18896 | Displays | NH1.6 | Highlight

Spatial analysis of return periods of hydrological drought of Nile River Basin

Gizaw Mengistu Tsidu

The Nile River Basin has been vital source of water to Riparian countries in both upper and lower catchments of the Basin. However, the states in the lower catchment namely Sudan and Egypt have exploited this resource without significant competition from countries in the upper catchments in the past. Recently, due to population increase in the basin and climate change, there are some initiatives by Riparian States such as Ethiopia to use this vital water resource (e.g., for energy generation). Therefore, it is important to understand recurrent drought characteristics and its potential impacts on the water resource in the basin. Drought events in the Nile Basin have been extracted using run theory based on the Standardized Precipitation Evapotranspiration Index (SPEI) accumulated on the time scale of 12 months using CRU rainfall and evapotranspiration data, which covers the period 1901–2018. The drought events are characterized by four variables: duration, severity. Intensity and Inter-arrival time. The mean duration and severity of drought during the last 118 years over the Basin are generally short and moderate over upper catchments. Conversely, the mean duration various from 4 to 8 months and up to 14 months over the middle and lower catchments of the Basin respectively while the mean drought severity increases from -2 at upper catchment to -7 at lower catchment. Gamma, Weibull, Gamma and Exponential functions are then selected to describe the marginal distribution of severity, duration, intensity and inter-arrival time, respectively. The Gumbel–Hougaard Copula was used to construct the joint distribution of duration, severity, intensity and/or inter-arrival time. The results indicate that the return period is dependent on the location within the basin, variable type and the combination of variables. For extreme droughts with severity index of -10 and duration of 14 months, return periods are longer than 40 years over south parts of the Basin and it barely exceeds 25 years over northern parts of the Basin. Generally, the short return period is mainly distributed in lower catchments of the Basin. This study on the identification of spatial distributions of drought return periods across the Basin is therefore important for drought mitigation and strategic planning on the water resource.

How to cite: Mengistu Tsidu, G.: Spatial analysis of return periods of hydrological drought of Nile River Basin, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18896, https://doi.org/10.5194/egusphere-egu2020-18896, 2020.

Severe convective storms (SCS) cause widespread damages over Europe each year and can be responsible for billions of euros in losses. In addition, the expected increase in their frequency and intensity over the century represents a primary concern for insurers.

Parametric insurance, which compensates customers when an index reaches a predefined threshold, is a fast and transparent insurance solution, that requires a careful analysis of the risk and a correlation of the index with potential damages. For instance, to protect customers against wind related damages from SCS, an index based on wind speed could be used. Unfortunately, the modeling of precise surface wind fields associated with SCS remains a challenge and sources of observation are often patchy or not reliable. The goal is then to define a parameter that can be used to estimate the potential wind damage from SCS.

Relying on a 10-year climatology of lightning activity over Poland, our approach consists first in determining large scale environmental variables in the ERA5 reanalysis favorable to the occurrence of SCS. Then, a combination of variable is tested in correlation with wind related damages. Preliminary results suggest that lightning density is a good proxy to the intensity of convective cells, and to a lesser extent to wind related damages.

How to cite: Castet, C.: Severe convective storms and wind damage assessment over northwestern Poland, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21142, https://doi.org/10.5194/egusphere-egu2020-21142, 2020.

EGU2020-22082 | Displays | NH1.6

Characterization of drought over Botswana: Towards a multivariate approach of drought prediction

Onneile Nomsa Keitumetse and Gizaw Mengistu Tsidu

Recently there has been an increased water scarcity around the world due to high water demand, which is worsened by the recurrent drought characterized by long duration and high severity. However, these characteristics are important in drought monitoring and decision-making for reliable disaster early warning system, water resources planning and management. Semi-arid environments, of which Botswana is known for, exhibit high variability in climate leading to recurring droughts. Hence there is a need to conduct a study to understand the spatio-temporal variability of droughts over Botswana. The Standardized Precipitation Index (SPI) and the Standardized Evapotranspiration Index (SPEI) were used for analysing drought based on gridded rain gauge and evapotranspiration data referred to as Climatic Research Unit (CRU) covering a period of 1901-2018 at a time scale of 12 months. Both SPI and SPEI were able to detect the spatial and temporal variation of drought events. But SPEI was able to identify more droughts in the severe to moderate categories over a wider areas in the country than SPI does. The temporal trends of droughts mostly showed a significant drying trends. The conditional return period of drought of different categories was also determined in a multivariate context by coupling duration, severity, inter-arrival time of drought based on copula distribution and cumulative density functions. Drought events with high intensities had a low probability of occurrence while lower intensities had a high chance of occurrence within 5 to 10 years. Such information on the drought conditional probabilities can be useful in evaluating the water-supply capability and the needed supplementary water resources during severe droughts for a specific water-supply system. In particular, it is generally suitable for the long term planning and management of water resources systems over the country.

How to cite: Keitumetse, O. N. and Mengistu Tsidu, G.: Characterization of drought over Botswana: Towards a multivariate approach of drought prediction, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22082, https://doi.org/10.5194/egusphere-egu2020-22082, 2020.

Based on surface observation meteorological data during 1961-2017 and ERA-interim reanalysis data, an evaluation method of different meteorological conditions for heavy air pollution (MCHAP) was set up by using atmospheric self-cleaning ability index (ASI). Through analyzing the historical variation characteristics of MCHAP of Beijing-Tianjin-Hebei region in autumn and winter, the results were as follows. During 1961-2017, the frequency and extremity of MCHAP in Jincheng of Shanxi province ranked the frst. MCHAP occurred more frequently in Beijing, Langfang of Hebei province and Zhengzhou of Henan province and more extremely in Baoding, Shijiazhuang and Hengshui of Hebei province. MCHAP had occurred in “2+26” cities around Beijing-Tianjin -Hebei region in history since 1961, but which were more common in recent years and caused much more sever air pollution events. During the period of 2013-2017, MCHAP occurred the least frequently in 2017 in “2+26” cities around Beijing-Tianjin-Hebei region except Beijing. However the extremity of MCHAP in 2017 receded a lot in Beijing. Both in the 1980s and the period of 2010-2017, MCHAP in the Beijing-Tianjin-Hebei and its surrounding areas took place the most frequently, which was affected by both the cold air intensity and the change of large-scale air stagnation condition. To some extent, the development of urbanization also plays a role in the decadal change of MCHAP.

How to cite: Mei, M.: Study on meteorological conditions for heavy air pollution and its climatic characteristics in “2+26” cities around Beijing-Tianjin-Hebei region in autumn and winter, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22330, https://doi.org/10.5194/egusphere-egu2020-22330, 2020.

Severe heatwaves in recent decades caused tremendous financial loss and even deaths. And both the occurrence and characteristics of heatwave are changing under global warming. The spatiotemporal variation and characteristics of heatwave in Northeastern Asia are investigated on both grid and event bases in this study. We find that persistent, extensive and intense heatwave has become more frequent during the last four decades. Such trend is found significantly correlated with the increase of temperature.

As most dreadful heatwaves are reported to be accompanied by blocking, we also thoroughly analyze the association between heatwave and blocking using two leading blocking indices, examining 500hpa geopotential height (TM index) and vertically averaged potential vorticity anomaly (PV index), respectively. A discrepancy between blocking climatology of TM index and PV index is exhibited, with the former displaying two high-frequency zonal bands at the south and north regions, while the latter only showing one high frequency band in the north. However, grid-based concurrence analysis using the two blocking indices agreeably suggests that blocking favors the occurrence of heatwave, especially in the north region where blocking often occurs. We further explicitly investigate their extended temporal association with time lags, which has not been done before in the literatures. It reveals that heatwave mostly occurs after or on the onset day of blocking and ends after or at the end of blocking. It indicates that blocking is more of a favorable environmental condition to trigger heatwave than maintain it. Lastly, the impact of blocking on the characteristics of heatwave events is explored on an event basis, using the 3D object model newly proposed by this study. Blocking related heatwave events are more likely to be more persistent, extensive and intense than unrelated events.

How to cite: Fang, B. and Lu, M.: Investigating Spatiotemporal Variation of Heatwave and its Association with Blocking in the Northeastern Asia, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2368, https://doi.org/10.5194/egusphere-egu2020-2368, 2020.

NH1.32 – Extreme heat events: processes, impacts and adaptation

The prediction of extreme events has been a main focus in subseasonal forecasting due to their potentially high impacts. Despite their undebatable significance, it is not clear that extremes are forecast any better than events close to the mean of the climatology. In our work, we address the question of whether subseasonal forecasting systems show different performance for extreme than for average events. For this, we focus on forecasts of area-averaged European land temperatures in 20 years of hindcasts from the ECMWF system. To compare the prediction skill of extremes at both ends of the distribution to that of average events in summer and winter, we use the Extremal Dependence Index (EDI) which is a forecast performance measure suitable for rare events. Our results suggest that there is higher prediction skill for summer warm extremes as compared to average events at lead times of 3 – 4 weeks, with some regional dependence. The same is not true for summer cold extremes, indicating an asymmetry in the processes causing opposite summer temperature extremes. In winter, our analyses indicate that the situation is reversed: here, the cold events are better predicted. The difference in EDI between extreme and average events is, however, less pronounced than in summer. Further, we find that the forecast performance is strongly improved by the most severe and persistent events inside the analyzed period. We hypothesize that the enhanced warm extreme skill in summer is related to persistent flow patterns and land-atmosphere interaction.

How to cite: Wulff, O. and Domeisen, D.: Subseasonal prediction of average vs extreme European land temperatures in S2S hindcasts, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10053, https://doi.org/10.5194/egusphere-egu2020-10053, 2020.

EGU2020-750 | Displays | NH1.32

Extended-range prediction of heatwave events over North India: role of atmospheric blocking over North Atlantic

Arulalan Thanigachalam, Krishna AchutaRao, Ashis K Mitra, Raghavendra Ashrit, and Ankur Gupta

Abstract:

During the summer of 2015, heatwave events claimed 2422 lives in India. Following that disaster, India’s National Disaster Management Authority (NDMA), formulated a Heat Action Plan to protect citizens and minimize fatalities. Improved forecasts from the India Meteorological Department (IMD) together with NDMA’s heat action plan played a major role in the reduction of heatwave mortality since 2016. However, forecasts at longer lead times are required to improve action plans ahead of the heatwave events.

IMD uses extended-range forecast products provided by the National Centre for Medium Range Weather Forecasting (NCMRWF), but we show the improved prediction of high probability from a mutli-model ensemble of the subseasonal-to-seasonal (S2S) database (Vitart et al. 2017). The S2S prediction project that provides Global weather forecasts at lead time of 15 to 60 days, is a joint project of the World Weather Research Program (WWRP) and the World Climate Research Program (WCRP). This provides an opportunity to study the skill of predicting heatwaves over India at extended-range (15 to 30 days). 

In a recent study Ratnam et al., 2016 showed that atmospheric blocking patterns over the north Atlantic region have linkages with heatwave events over northwest India at 2-day lag using ERA-Interim reanalysis and IMD observation. Using ERA5 reanalysis, we found that during 1979-2018, a third of the blocking events over North Atlantic caused heat events over India.

Using the "reforecast" outputs in the S2S database to bias correct the real-time extended range forecast results in improved prediction of frequency, timing,  and spatio-temporal pattern evolution of heatwaves and severe heatwaves at 2 to 3 weeks forecast lead time. The atmospheric blocking anomalies at high-latitudes which precede the heatwave events in India could be predicted three weeks in advance. Based on the S2S models’ skills, the prospects for early warning and disaster preparedness look promising in the coming years.

 

References:

  • Vitart, F., C. Ardilouze, A. Bonet, A. Brookshaw, M. Chen, C. Codorean, M. Déqué, et al. 2017. "The Subseasonal to Seasonal (S2S) Prediction Project Database", Bulletin of the American Meteorological Society 98: 163–173. doi:10.1175/BAMS-D-16-0017.1.
  • V. Ratnam, Swadhin K. Behera, Satyaban B. Ratna, M. Rajeevan and Toshio Yamagata.: "Anatomy of Indian heatwaves", Scientific Reports, volume 6, Article number: 24395 (2016) doi:10.1038/srep24395

How to cite: Thanigachalam, A., AchutaRao, K., Mitra, A. K., Ashrit, R., and Gupta, A.: Extended-range prediction of heatwave events over North India: role of atmospheric blocking over North Atlantic, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-750, https://doi.org/10.5194/egusphere-egu2020-750, 2020.

EGU2020-5192 | Displays | NH1.32 | Highlight

Hotspots of Extreme Heat under Global Warming

Laura Suarez-Gutierrez, Wolfgang A. Müller, Chao Li, and Jochem Marotzke

We evaluate how hotspots of different types of the most extreme summer heat change under global warming increase of up to 4°C, to determine the level of global warming that allows us to avert the risk of these hotspots considering the irreducible range of possibilities defined by well-sampled internal variability. We use large samples of low-probability extremes simulated by the 100-member Max Planck Institute Grand Ensemble (MPI-GE) for five metrics of extreme heat: maximum reachable temperatures, return periods of extreme temperatures, maximum temperature variability, sustained tropical nights, and wet bulb temperatures. At 2°C of warming, MPI-GE projects maximum summer temperatures below 50°C over most of the world. Beyond 2°C, this threshold is overshot in all continents, with projected temperatures above 60°C in hotspots such as the Arabic Peninsula. Extreme 1-in-100-years pre-industrial temperatures occur every 10-25 years already at 1.5°C of warming. At 4°C, these 1-in-100-years extremes are projected to occur every one to two years over most of the world. The range of maximum temperature variability increases by 10-50% at 2°C of warming, and by 50-100% at 4°C. Beyond 2°C, heat stress is aggravated substantially over non-adapted areas by sustained tropical night and hot and humid conditions that occur rarely in a pre-industrial climate. At 4°C of warming, tropical night hotspots spread polewards globally, and prevail for at least 95% of the summer months; whilst extreme monthly mean wet bulb temperatures beyond 26°C spread over large tropical as well as mid-latitude regions.

How to cite: Suarez-Gutierrez, L., Müller, W. A., Li, C., and Marotzke, J.: Hotspots of Extreme Heat under Global Warming, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5192, https://doi.org/10.5194/egusphere-egu2020-5192, 2020.

EGU2020-1352 | Displays | NH1.32

Representing the Urban Heat Island Effect in Future Climates

Annkatrin Burgstall, Ana Casanueva, Elke Hertig, Erich Fischer, Reto Knutti, and Sven Kotlarski

An increasing fraction of people living in urban areas and the expected increase in long lasting heat waves highlight the important role of urban climates in terms of future climate change impacts, especially with relation to the heat-health sector. Due to the urban heat island (UHI) effect and its (generally) increased intensity particularly during nighttime, people living in urban areas happen to be more affected by heat-related discomfort and health risks than those in non-urban regions. In this contribution, temperatures of both rural and urban sites (station couples) in Switzerland and Southern Germany are analyzed, using (i) observed as well as (ii) bias-corrected and downscaled climate model data for daily minimum (tmin) and daily maximum temperature (tmax) to account for the UHI in future climates. As meteorological data are often restricted to locations of long-term measurements at rural sites only, they need to be transferred to urban sites first. For this purpose, the well-established quantile mapping technique (QM) is tested in a two-step manner. The resulting products are urban time series at daily resolution for tmin and tmax. By analyzing the temperature differences of the observed climate at rural sites and their respective urban counterparts and by assuming a stationary relationship between both, we can represent the UHI in future climates, which is quantified in terms of heat indices based on tmin and tmax (tropical nights, summer days, hot days).

The QM performance is evaluated using long-term weather station data of a Zurich station couple in a comprehensive cross-validation framework. Results reveal a promising performance in the present-day climate, given very low biases in the validation.

Applying the proposed method to the employed station couples, projections indicate distinct urban-rural temperature differences (UHI) during nighttime (considering the frequency of tropical nights based on tmin) compared to weak differences during the day (considering the frequency of summer days and hot days based on tmax). Moreover, scenarios suggest the frequency of all indices to dramatically rise at the urban site by the end of the century under a strong emission scenario (RCP8.5): compared to the rural site, the number of tropical nights almost doubles while the number of summer days reveals about 15% more days at the urban site when focusing on the station couple in Zurich and the late scenario period. The lack of nighttime relief, indicated by tmin not falling below 20°C (i.e. a tropical night), is especially problematic in terms of human health and makes the study of the urban climate in general and the UHI effect in particular indispensable.

How to cite: Burgstall, A., Casanueva, A., Hertig, E., Fischer, E., Knutti, R., and Kotlarski, S.: Representing the Urban Heat Island Effect in Future Climates, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1352, https://doi.org/10.5194/egusphere-egu2020-1352, 2020.

EGU2020-8701 | Displays | NH1.32

Heat stress indicators in CMIP6: Estimating future trends and exceedances of critical physiological thresholds

Clemens Schwingshackl, Jana Sillmann, Marit Sandstad, and Kristin Aunan

Global warming is leading to increased heat stress in many regions around the world. An extensive number of heat stress indicators has been developed to measure the associated impacts on human health. Here we calculate eight heat stress indicators for global climate models participating in the Coupled Model Intercomparison Project phase 6 (CMIP6) and compare their future trends and exceedances of critical physiological thresholds with particular focus on highly populated regions. The heat stress indicators are selected to represent a range of different applications, such as extreme heat events, heat-related losses in worker productivity, heat warnings, and heat-related morbidity and mortality. Projections of the analyzed heat stress indicators reveal that they increase significantly in all considered regions as function of global mean temperature. Moreover, heat stress indicators reveal a substantial spread ranging from trends close to the rate of global mean temperature up to an amplification of more than a factor of two. Consistently, exceedances of critical physiological thresholds are strongly increasing globally, including in several densely populated regions, but also show substantial spread across the selected heat stress indicators. Additionally, the indicators with the highest exceedance vary for different threshold levels, suggesting that the large indicator spread is associated both to differences in trend magnitude and threshold levels. The usage of heat stress indicators that are suitable for each specific application is thus crucial for reliably assessing impacts of future heat stress, while inappropriate indicators might lead to substantial biases.

How to cite: Schwingshackl, C., Sillmann, J., Sandstad, M., and Aunan, K.: Heat stress indicators in CMIP6: Estimating future trends and exceedances of critical physiological thresholds, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8701, https://doi.org/10.5194/egusphere-egu2020-8701, 2020.

EGU2020-8779 | Displays | NH1.32

Loss of work productivity in a warming world: Differences between developed and developing countries

Shuang Yu, Zhongwei Yan, Jiangjiang Xia, Alcide Zhao, Anzhi Zhang, Yang Xia, Dabo Guan, Jiarui Han, Jun Wang, Liang Chen, and Yakun Liu

Comparable estimates of the heat-related work productivity loss (WPL) in different countries over the world are difficult partly due to the lack of exact measures and comparable data for different counties. In this study, we analysed 4363 responses to a global online survey on the WPL during heat waves in 2016. The participants were from both developed and developing countries, facilitating estimates of the heat-related WPL across the world for the year. The heat-related WPL for each country involved was then deduced for increases of 1.5, 2, 3 and 4 °C in the global mean surface temperature under the representative concentration pathway scenarios in climate models. The average heat-related WPL in 2016 was 6.6 days for developing countries and 3.5 days for developed countries. The estimated heat-related WPL was negatively correlated with the gross domestic product per capita. When global surface temperatures increased by 1.5, 2, 3 and 4 °C, the corresponding WPL was 9 (19), 12 (31), 22 (61) and 33 (94) days for developed (developing) countries, quantifying how developing countries are more vulnerable to climate change from a particular point of view. Moreover, the heat-related WPL was unevenly distributed among developing countries. In a 2°C-warmer world, the heat-related WPL would be more than two months in Southeast Asia, the most influenced region. The results are considerable for developing strategy of adaptation especially for developing countries.

How to cite: Yu, S., Yan, Z., Xia, J., Zhao, A., Zhang, A., Xia, Y., Guan, D., Han, J., Wang, J., Chen, L., and Liu, Y.: Loss of work productivity in a warming world: Differences between developed and developing countries, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8779, https://doi.org/10.5194/egusphere-egu2020-8779, 2020.

EGU2020-5805 | Displays | NH1.32 | Highlight

HAPPI-Health: The Paris Agreement avoids substantial extreme heat-related mortality

Eunice Lo, Dann Mitchell, Antonio Gasparrini, and Ana Vicedo-Cabrera

Extreme heat is associated with increased risks of human mortality. In a warming climate, extreme heat events are projected to intensify and become more frequent, potentially adversely affecting human health. The Paris Agreement aims at limiting global mean temperature rise this century to well below 2°C above pre-industrial levels, but mitigation ambition as established in nations’ initial Nationally Determined Contributions still implies ~3°C warming. Quantifying the differences in extreme heat-related mortality between 1.5, 2 and 3°C warming is essential to understanding the public health impacts of climate policies and how societies may adapt to a warming climate.

In this talk, I will show a new approach to projecting extreme heat-related mortality using the Half a degree Additional warming, Prognosis and Projected Impacts (HAPPI) large ensemble and health models. The large ensemble of HAPPI simulations of the 1.5, 2 and 3°C warmer worlds allows extreme heat events and their health impacts in these worlds to be examined, rather than the mean climates. Using published case studies of the United States and Europe; I will demonstrate that limiting global mean warming from 3°C to 2°C or 1.5°C above pre-industrial levels could reduce heat-related mortality associated with extreme heat events, with the 1.5°C limit being substantially more beneficial to public health than 2°C. In addition to climate change, I will discuss the roles of urbanisation, population changes and adaptation in future extreme heat exposure and heat-related mortality.

How to cite: Lo, E., Mitchell, D., Gasparrini, A., and Vicedo-Cabrera, A.: HAPPI-Health: The Paris Agreement avoids substantial extreme heat-related mortality , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5805, https://doi.org/10.5194/egusphere-egu2020-5805, 2020.

EGU2020-22597 | Displays | NH1.32

Global Analysis of Marine Heatwave physical Processes

Sofia Darmaraki and Eric Oliver

Marine heatwaves (MHWs) are periods of extreme warm temperatures in the ocean and have been seen to exert substantial pressure to marine ecosystems around the world. For instance, they may drive widespread marine species die-offs, force coastal marine ecosystem regime shifts, promote toxic algal blooms, and/or alter the distribution of commercial fisheries on a scale of weeks to months. Recent studies have indicated a significant increase in MHW frequency and intensity throughout the 20th century, a trend which is likely to aggravate in the 21st century, according to future projections.  Therefore, it is crucial to understand what are the climate drivers and physical processes governing MHWs in different regions of the global ocean and how these may change under the climate change regime. Here, we perform a mixed layer heat budget analysis, using a global ocean reanalysis product, to diagnose the relative role of ocean advection and atmosphere fluxes on the development of past MHWs around the world. Significant events are first identified using a consistent framework. Then, the heat budget results reveal that certain physical processes tend to be dominant in different regions, which can be traced back to specific local-scale dynamics. The global scale of this analysis provides a significant addition to the current literature which has, so far, been focused on the examination of the underlying mechanisms behind individual events. It also contributes to a better understanding of the variability and processes governing MHWs, offering also a potential ability for future event predictability.

How to cite: Darmaraki, S. and Oliver, E.: Global Analysis of Marine Heatwave physical Processes, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22597, https://doi.org/10.5194/egusphere-egu2020-22597, 2020.

EGU2020-21062 | Displays | NH1.32

Heat-wave health impacts forecasting model in Korea: development and evaluation

Jongchul Park and Yeora Chae

Currently, heat-wave warning systems are based on temperature in many countries. However, heat-wave impacts depend not just on temperature but by socio-economic contexts, including age, occupation, income, household type, etc. This study developed a heatwave health impacts forecast model by considering socio-economic characteristics. In addition, this study evaluated the developed forecasting model by using Area Under the Curve (AUC).
This study used health and meteorological data from 2011 to 2017. For the health data, we used two different measures, the number of mortality and the number of emergency department visits with heat-wave related diseases (respiratory diseases, cardiovascular diseases, trauma, infectious diseases, mental and behavioral disorders). Those numbers were obtained from the National Statistical Office and the National Health Insurance Corporation, respectively. For meteorological data, we used temperature and humidity data, which were interpolated at 1 km spatial resolution.
We analyzed the health impacts of heat-wave on health by age, type of work, and income. In addition, we analyzed the weighted effects of humidity on health. The results showed age over 65, outdoor workers and low-income groups are relatively vulnerable to heat-wave. Moreover, high relative humidity was a factor that increased the risk of mortality for the population of age over 65. 
Based on the analysis results, we categorized warning level to 5 levels (from 0 to 4), level 0 means low risk and level 4 means high risk. Warning levels were classified by considering the increased risk of disease and mortality with temperature. We developed warning levels for three different groups, the general public, the elderly, and the outdoor workers.
The performance of the model measured based on AUC by using 2018 Heat-related illness monitoring data obtained from the Korea Centers for Disease Control. In the assessment for the risk level 4, the AUC ranged from 0.71 to 0.92, with an average of 0.80. The AUC value of above the risk level 3 also ranged from 0.71 to 0.92, with an average of 0.85.
These results indicate that the health impact forecasting model suggested in the study is applicable as an operational forecast model. The results are expected to be used to develop a heat-wave early warning system in Korea.

How to cite: Park, J. and Chae, Y.: Heat-wave health impacts forecasting model in Korea: development and evaluation, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21062, https://doi.org/10.5194/egusphere-egu2020-21062, 2020.

This study has formulated artificial neural network models to predict thermal comfort evaluation in outdoor urban areas in Seoul for summer. The artificial neural network models were considerably improved by including preceptions of microclimate, perception of environmental features(e.g urban spatial characteristics and visual stimuli, etc) and personal traits as additional predictor variables. Thermal comfort in outdoor environments has been repeatedly shown to be influenced also by human perceptions and preferences. Despite numerous attempts at refining these thermal comfort, there still have been large discrepancies between the results predicted by the theoretical models and the actual thermal comfort evaluation votes. indeed Thermal comfort model using microclimatic factors including air temperature, air velocity, solar radiation and relative humidity as predictor variables could explain only 7–42% of thermal comfort evaluation votes.

Accordingly, this study aims to formulate models to predict thermal comfort evaluation in outdoor urban areas for summer in Korea, which is located in temperate climate zone. ANN models were formulated to portray intricate interrelationships among a multitude of personal traits, urban residents’ environmental perception, microclimatic and spatial perception and physiological factors. The prediction performances of the formulated ANN models were compared with those of the commonly used thermal comfort models(PMV, PET). Also, this study aims to identify important factors that influence thermal comfort evaluation in outdoor urban areas. In addition, it is intended to compare whether the important factors and the magnitude of their contributions are different in urban spatial environment. The findings should provide valuable insights for informing urban planning designers on formulating effective strategies to improve the thermal environments in outdoor urban areas in the temperate climate zone.

How to cite: Kim, E. S. and Lee, D. K.: Development of artificial neural network models for thermal comfort evaluation in outdoor urban spaces, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12882, https://doi.org/10.5194/egusphere-egu2020-12882, 2020.

EGU2020-20803 | Displays | NH1.32

Identification of Hotspots for Heatwaves using Big Data

Sang-Wook Kim, Jongchul Park, Taehyun Kim, and Yeora Chae

Impact-based forecasts provide information about the risk of a hazard so that it can be prepared and responded appropriately. In order to mitigate and respond to disasters better, it is necessary to identify the most vulnerable areas, called hotspots. This study identifies hotspots for a heatwave, one of the fatal hazards in South Korea, using high-resolute data in four major cities (Seoul, Busan, Daegu, and Gwangju). High-resolution (100m×100m) income data and floating population data based on Long-Term Evolution (LTE) signals are used as a socio-economic factor of hotspots. The daily maximum temperature that downscaled from the short-range forecast system into 1km×1km is used as a meteorological factor. Each grid point is categorized on the relationship between temperature and floating population by the time. The categories are classified into four groups; points where population increases with temperature, points where population decrease with temperature, points that have low variability, and the others. The areas where the population density increases with temperatures are mainly avoidable to heat, such as parks, subway stations, and indoor shopping centers. The population decreased with temperature in universities, tourist sites, and residential areas. The third group, which is areas of low variability with a coefficient of variation of less than 20%, is areas that do not respond properly to heatwaves. Hotspots are defined as low-income old-age residential areas with low population variability. Those identified hotspots can be concerned as areas that need prior public care to disaster mitigation and response.

How to cite: Kim, S.-W., Park, J., Kim, T., and Chae, Y.: Identification of Hotspots for Heatwaves using Big Data, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20803, https://doi.org/10.5194/egusphere-egu2020-20803, 2020.

The risks of Emergency Room (ER) visits for cerebral infarction (CI) and intracerebral hemorrhage (ICH) is found to differ in different age groups under different climatic thermal environments. Based on CI and ICH related ER-visit records from three major hospitals in Beijing, China, from 2008 to 2012, the advanced universal thermal climate index (UTCI), was adopted in this study to assess the climatic thermal environment. Particularly, daily mean UTCI was used as a predictor for the risk of ER visits for CI and ICH. A generalized quasi-Poisson additive model combined with a distributed lag non-linear model was performed to quantify their association. The results indicated that (ⅰ) the highest growth rate of ER visits for ICH occurred in age 38 to 48, whereas an increasing ER admissions for CI maintained at age 38 to 78. (ⅱ) The frequency distribution of UTCI in Beijing peaked at -8 and 30 ℃, corresponding to moderate cold stress and moderate heat stress, respectively. (ⅲ) Correlation analysis indicated that ICH morbidity was negatively correlated with UTCI, whereas occurrence of CI showed no significant association with UTCI. (ⅳ) The estimated relative risk of ER visits corresponding to 1℃ change in UTCI, which was then stratified by age and gender, indicated that all sub-groups of ICH patients responded similarly to thermal stress. Namely, there is an immediate ICH risk (UTCI = -13℃, RR=1.35, 95% CIs: 1.11~1.63) from cold stress on the onset day, but non-significant impact from heat stress. As for CI occurrences, no effect from cold stress was identified, except for only those aged 45 to 65 were threatened by heat stress (UTCI = 38℃, RR=1.64, 95% CIs: 1.10~2.44) on lag 0~2d. 

How to cite: Ma, P.: Differences of Hemorrhagic and Ischemic Strokes in Age Spectra and Responses to Climatic Thermal Conditions , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8124, https://doi.org/10.5194/egusphere-egu2020-8124, 2020.

EGU2020-1628 | Displays | NH1.32 | Highlight

Very rare heat extremes: how anomalous could they get?

Claudia Gessner, Erich Fischer, Urs Beyerle, and Reto Knutti

Extreme heat waves as in 2003 and 2010 can have severe consequences for the economy and society. This raises the question how anomalous they could have gotten. Addressing this question is challenging given the lack of long coherent reliably daily data. Multi-millennial GCM simulations and single-model initial condition large ensembles offer a new opportunity to investigate the very upper tail of temperature distribution. Here, we use a nearly 5,000-year long pre-industrial control run and a 84-member large initial condition ensemble performed with CESM1.2. Evaluations show that the simulated climate variability and temperature response to circulation anomalies agree well with the ERA5 reanalysis over large parts of the global land regions.

We show that highest temperature extremes in the long pre-industrial control simulation exceed the temperature records of 2003 by several degrees in the related hotspot region over Western Europe. The anomalies are caused by large anticyclonic circulation anomalies and very dry land surface conditions, leading to amplifying feedbacks in the surface energy budget. Moreover, the simulation results reveal that summer temperature maxima as a function of return period have an asymptotic , suggesting an upper temperature limit.

In a next step, we use a novel method of ensemble boosting to generate even more extreme temperatures. To that end, 100-member ensembles are reinitialized with perturbed atmospheric conditions weeks before the most intense events. Thereby, we gain insight into short-term mechanisms that underly these hot extremes. The result of the ensemble calculation shows that using this method even more extreme event anomalies can be generated, substantially exceeding highest values in the long pre-industrial control simulations. We investigate how the physical mechanisms of these rare and unseen simulated events differ from more moderate events. We further compare the simulated very rare events with maximum anomalies estimated based on statistical methods.

How to cite: Gessner, C., Fischer, E., Beyerle, U., and Knutti, R.: Very rare heat extremes: how anomalous could they get?, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1628, https://doi.org/10.5194/egusphere-egu2020-1628, 2020.

EGU2020-2973 | Displays | NH1.32

Database of major European heat waves from 1950 to present

Ondřej Lhotka and Jan Kyselý

Europe experienced several major heat waves in the recent summers, substantially affecting human society and environment. Heat waves are generally related to joint effect of perturbed atmospheric circulation and anomalies in surface energy budget, and they are often linked to hydrological preconditioning. Contributions of these driving mechanisms, however, vary across European climatic zones. Climate models struggle to simulate the spatial differences properly, ultimately leading to large uncertainties in future heat waves’ characteristics. As the first step towards identifying spatial patterns of differences between driving mechanisms of temperature extremes, a pan-European database of observed major heat waves has been created. Heat waves are studied using the E-OBS 20.0e dataset in 0.1° horizontal grid spacing, which is analogous to that used in the ERA5 reanalysis and CORDEX regional climate models. Magnitude of heat waves is defined with respect to local daily maximum temperature (Tmax) variance, using multiples of standard deviation of Tmax summed across individual events. For each heat wave, circulation conditions and surface energy fluxes are analysed using the ERA5 reanalysis, in order to study their links to the heat wave magnitude and geographical location. In the next step, these findings are used for analyzing spatial patterns of heat wave mechanisms and as a source of reference data for evaluation of relevant processes in climate models.

How to cite: Lhotka, O. and Kyselý, J.: Database of major European heat waves from 1950 to present, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2973, https://doi.org/10.5194/egusphere-egu2020-2973, 2020.

EGU2020-5539 | Displays | NH1.32

Heat Events in the Indian Subcontinent under a warming climate scenario: Detection and its Drivers

Kapoor Ritika, Enrico Scoccimarro, Carmen Alvarez-Castro, Stefano Materia, and Silvio Gualdi

Global temperatures have shown a warming trend over the last century, mainly as a result of anthropogenic activities. Rising 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.

Over India, the heat waves occur during the months of April to June and can impact various sectors including health, agriculture, ecosystems and the national economy. In May 2015, a severe heat wave due to the delayed onset of southwest monsoon affected parts of south-eastern India, which claimed more than 2500 lives.

Preliminary results show the prevalence of Heat events in North-West, Central and South-Eastern regions of India during the pre-monsoon (March, April, May) and transitional (May, June, July) months. We consider the Heat Index (HI), a combination of temperature and relative humidity, also known as apparent temperature, gives an insight into the discomfort because of increment in humidity, that reduces the efficiency of body’s cooling mechanism as it blocks evaporation. Thus, along with temperature anomalies, humidity also plays a role in transitional period.

Heatwaves over India are known to be linked with El-Niño-Southern Oscillation or ENSO, but some studies indicated that the processes generating heat waves over northwest-central and coastal eastern India could be linked to anomalous blocking over North Atlantic and to the cooling over central and east equatorial Pacific. While other studies demonstrated that anomalous persistent high-pressure systems, supplemented with clear skies and depleted soil moisture, are primarily responsible for the occurrence of heat waves over India.

The changes in the frequency and intensity of extreme events have profound impact on human society and the natural environment. The heat stress and underlying anomalous conditions can exacerbate an increase in the number of deaths. While global heat wave and health impact research is prolific in some regions, the global population most incline to risk of death and conspicuous harm caused by extreme heat is under-represented. Heat wave and health impact research are needed in regions where this impact is expected to be most severe.

How to cite: Ritika, K., Scoccimarro, E., Alvarez-Castro, C., Materia, S., and Gualdi, S.: Heat Events in the Indian Subcontinent under a warming climate scenario: Detection and its Drivers, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5539, https://doi.org/10.5194/egusphere-egu2020-5539, 2020.

    The large-scale circulation anomalies associated with extreme heat (EH) in South Korea and southern–central Japan are examined using data during the time period 1979–2016. Statistical analysis indicates that EH days in these two regions are concentrated in July and August and tend to occur simultaneously. These EH days are therefore combined to explore the physical mechanisms leading to their occurrence. The composite results indicate that the anomalous atmospheric warming during EH days is dominantly caused by a significant subsidence anomaly, which is associated with a deep anomalous anticyclone over East Asia. Further investigation of the evolution of circulation anomalies suggests that the anomalous anticyclone over East Asia related to EH is primarily initiated by wave trains originating from upstream regions, which propagate eastward along the Asian westerly jet in the upper troposphere. These wave trains can be categorized into two types that are characterized by the precursor anticyclonic and cyclonic anomalies, respectively, over central Asia. The distinction between these two types of wave train can be explained by the wavenumbers of the Rossby waves, which are modulated by both the intensity and the shape of the Asian westerly jet as the background basic flow.

How to cite: Xu, K.: Large-Scale Circulation Anomalies Associated with Extreme Heat in South Korea and Southern–Central Japan, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8477, https://doi.org/10.5194/egusphere-egu2020-8477, 2020.

EGU2020-9704 | Displays | NH1.32

Recent changes in hot and humid extreme over China

Nicolas Freychet, Simon F. B. Tett, Zhongwei Yan, and Zhen Li

Extreme heat events are well identified as a climate threat for human health. Less studied but at least as important as heat waves, extreme hot and humid conditions can lead to conditions where human survivability is not possible because in such environments bodies cannot cool down (evaporation becomes impossible). Wet-bulb temperature (TW) is a combined measurement of dry-bulb temperature and relative humidity (RH) and can be used to study hot and humid conditions. TW summarizes the complex interaction between humidity and temperature and allows more easy analysis. Here we investigate how TW has changed in the recent decades over Eastern China, a region already identified as vulnerable to such conditions.

For any observational analysis, reliable datasets are needed. Temperature data have traditionally received a lot of attention from the community while humidity observation remains poorly evaluated. We used a dense network of Chinese observation and compared it with the new ERA5 reanalysis during the 1979-2017 period. A first analysis indicate a weak increase in TW in both dataset due to a sharp drop in RH around 2000s. However, a new homogenised RH data have revealed that this decrease was an artifact due to a change in Chinese observation network. Newly homogenised data show no drop in RH and consequently a much larger increase in TW. ERA5 has assimilated biased data over China and is not reliable to study TW without performing RH correction. We did so by using an independent model approach, and recalculated RH and TW in ERA5. After correction, increase in TW becomes much larger and we could identified several location with already dangerous TW levels.

 

How to cite: Freychet, N., Tett, S. F. B., Yan, Z., and Li, Z.: Recent changes in hot and humid extreme over China, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9704, https://doi.org/10.5194/egusphere-egu2020-9704, 2020.

EGU2020-11530 | Displays | NH1.32

The effect of soil-moisture on human heat stress during hot spells

Hendrik Wouters, Diego G. Miralles, Jessica Keune, Irina Y. Petrova, Adriaan J. Teuling, Chiel C. van Heerwaarden, and Jordi Vilà-Guerau de Arellano

Hot extremes are typically instigated by a combination of favorable large-scale conditions and positive land surface feedbacks: as heatwaves evolve, the soil dries out and the decreased evaporation is accompanied by further heating of the atmosphere. Extreme high temperatures are known to cause increased mortality, and thus dry soils are typically thought to be associated with higher risk for human health. However, empirical studies indicate that health-threatening consequences and overall human discomfort during heatwaves not only depend on air temperature, but on air humidity as well. Drying soils are expected to reduce air humidity, which may to a yet-unknown degree offset the detrimental effect of soil dryness on increased temperatures in what relates to human heat discomfort. Here, we provide observational evidence for the role of anomalies in soil moisture on heat stress worldwide. We use a novel framework that combines weather balloons, reanalysis and satellite data with a mechanistic model of the atmospheric boundary layer. The health-threatening nature of hot spells is diagnosed by adopting a definition based on the concept of wet-bulb temperature and findings from recent meta-analysis of global human lethal impact data. Results indicate that the detrimental effect of drying soils on air temperature is overcompensated by the beneficial effect on reduced air humidity, which is partly related to the enhanced dry air entrainment. These findings can be used to design climate change adaptation strategies, being aware that ongoing trends in land and atmospheric dryness will impact human heat stress during future heatwaves.

How to cite: Wouters, H., Miralles, D. G., Keune, J., Petrova, I. Y., Teuling, A. J., van Heerwaarden, C. C., and Vilà-Guerau de Arellano, J.: The effect of soil-moisture on human heat stress during hot spells, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11530, https://doi.org/10.5194/egusphere-egu2020-11530, 2020.

NH2.1 – Volcanic Islands: Eruptions, Stability, Hazards and Physical, Chemical and Microbal Evolution

EGU2020-893 | Displays | NH2.1

The Mt. Gamalama Instability in Generating Landslides in Ternate Island, Indonesia

Saaduddin Saaduddin, Jurgen Neuberg, Mark Thomas, and Jon Hill

Mt. Gamalama has a history of volcanic tsunamis that have occured in 1608 and 1840. Regarding its geomorphology, Mt. Gamalama has very steep flanks, and landslides entering the sea could be the potential mechanism of tsunami generation which could threaten the coastal population and submarine infrastructure in the vicinity of Mt. Gamalama.

The potential volumes and types of landslides are estimated by a study of the Mt. Gamalama instabilities using the Generalized Hoek-Brown failure criterion which is applied in Slide2D (Rocscience), a 2D slope stability program using limit equilibrium methods. This procedure will result in a so-called Factor of Safety or FoS which represents a value of the Mt. Gamalama slope stability level.

The critical FoS values ranging from 1.945 to 3.361 have been obtained for four sections i.e., north, south, west and east side of the Mt. Gamalama edifice and are considered in relatively stable condition. These values hold for a static condition only under the force of gravity and in the absence of any volcanic activities. The application of seismic coefficients of 0.103 and 0.658, magma pressure of 2-17 MPa, and various angles of a dyke intrusion decreases the Mt. Gamalama stability and might cause landslides. Based on posture parameter analysis of modeled landslides, the landslide volumes could reach 106 -109 m3. Furthermore, regarding the morphometric characteristic parameter analysis, the landslide mobility could enter the Molucca seaand generate tsunamis.

Keywords: Gamalama, volcanic instability, volcanic landlsides, volcanic tsuamis

How to cite: Saaduddin, S., Neuberg, J., Thomas, M., and Hill, J.: The Mt. Gamalama Instability in Generating Landslides in Ternate Island, Indonesia, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-893, https://doi.org/10.5194/egusphere-egu2020-893, 2020.

EGU2020-8270 | Displays | NH2.1

Stability analysis and tsunamigenic mass-failure scenarios in Palinuro volcano complex, Tyrrhenian sea

Glauco Gallotti, Guido Ventura, Alberto Armigliato, Filippo Zaniboni, Gianluca Pagnoni, Liang Wang, Salvatore Passaro, Marco Sacchi, and Stefano Tinti

The Palinuro volcanic chain is located nearly 80 km offshore the Campania coasts (Italy), in the southern sector of the Tyrrhenian Sea. As many as 15 distinct volcanic edifices have been recently detected that covers a 90 km long and 20 km wide belt. The associated volcanism is still poorly understood but the presence of shallow seismicity and active hydrothermal activity suggest that this large volcanic complex is still active. Specific sectors of the chain show the presence of ongoing slope instability and thus the chance of mass movements cannot be ruled out in case of seismic or volcanic activity. In this work, a stability analysis for typical seismic loads in such a volcanic area has been performed through a revised limit equilibrium approach. In the revealed weaker sections, three mass failures of different scales have been reconstructed and their motion has been calculated by means of numerical models. The tsunami produced by each slide has been simulated, and considerable waves have been found in two of the three hypothesized scenarios. For the biggest slide of 2.4 km3, waves as high as 10 m could reach portions of the Calabria coasts with consequent hazardous impact.

This study belongs to a series of works focused on the volcanoes of the Tyrrhenian Sea that are very many and still poorly investigated. Considering scenarios involving mass movements of different sizes with distinct characteristics and based on geomorphological features seems to be a viable strategy to evaluate the tsunami hazard in the region.  

How to cite: Gallotti, G., Ventura, G., Armigliato, A., Zaniboni, F., Pagnoni, G., Wang, L., Passaro, S., Sacchi, M., and Tinti, S.: Stability analysis and tsunamigenic mass-failure scenarios in Palinuro volcano complex, Tyrrhenian sea, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8270, https://doi.org/10.5194/egusphere-egu2020-8270, 2020.

EGU2020-9144 | Displays | NH2.1

Volcanic submarine hydrothermal activity from satellites : regional mapping and temporal evolution in shallow water systems

Jean-Emmanuel Martelat, Javier Escartin, and Thibaut Barreyre

Risk assessment at active volcanic islands link to populated areas is of first importance. We evaluate the potential of satellite imagery to map and monitor the activity of shallow-water hydrothermal systems, which are often found at volcanic islands. For this study, we used publicly available data and proprietary WorldView-2 satellites images, with spectral bands that can penetrate up to water depths of 30 m. Shallow water hydrothermal sites are visible on satellite imagery, primarily with publicly available data, demonstrating the potential of satellite imagery to study and monitor shallow water hydrothermal activity. We focus our work on volcanic islands, showing intense near-shore, shallow-water hydrothermal activity, and distinct styles of hydrothermal venting. Satellite imagery constrains regional outflow geometry and the temporal variability or stability of these systems. Milos Island shows hydrothermal outflow associated with reflective mineral precipitates and/or bacterial mats, which are stable over time (2010-2014). These outflows locally define polygonal patterns likely associated with hydrothermal convection in porous media. In Kueishantao Island individual hydrothermal plumes charged with particles are visible at the sea surface, and display great variability in intensity and distribution of plume sources (2002-2019). Worldwide we have identified ~15 shallow water hydrothermal sites with satellite imagery, that are similar to either the Milos system (e.g., Vulcano and Panarea, Italy), or the Kueishantao system (numerous sites in Pacific volcanic islands). This study demonstrates that satellite imagery can be used to map and monitor different types of shallow-water hydrothermal systems, at regional scale, and monitor their evolution. Satellite data provides not only regional and temporal information on these systems, unavailable to date, but also the regional context for follow-up in situ field data and observations (e.g., instrumental monitoring, sampling, observations and mapping with divers or AUVs) to understand both the nature and dynamics of these systems, and ultimately the associated fluxes.

How to cite: Martelat, J.-E., Escartin, J., and Barreyre, T.: Volcanic submarine hydrothermal activity from satellites : regional mapping and temporal evolution in shallow water systems, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9144, https://doi.org/10.5194/egusphere-egu2020-9144, 2020.

EGU2020-11612 | Displays | NH2.1

Integrated regional scale view of Milos submarine hydrothermalism

Valentine Puzenat, Jean-Emmanuel Martelat, Javier Escartin, Thibaut Barreyre, Nuno Gracias, Guillem Vallicrosa, Rafael Garcia, Lluís Magí, Paraskevi Nomikou, Philippe Grandjean, Pascal Allemand, Anders Schouw, Sven Le Moine Bauer, Steffen Leth Jørgensen, Varvara Antoniou, Othonas Vlasopoulos, Paraskevi Polymenakou, Manolis Mandalakis, Omer Coskun, and William Orsi

Submarine hydrothermal activity is common at the flanks of volcanic islands, and in some cases, occurring at very shallow water (0-100 meter depth). These sites are a key target for systematic seafloor mapping to understand the location, geometry and nature of hydrothermal discharge. These data are also critical for monitoring the temporal variability of these dynamic systems, while providing a context for instrumental measurements, sampling and other observations (e.g., temperature of outflow, chemistry, etc.). Here we present a systematic mapping of the Milos hydrothermal system in the Hellenic volcanic Arc, characterized by submarine gas emissions, high-temperature outflow, bacterial mats, precipitation of hydrothermal minerals, and small hydrothermal constructs and edifices. We have mapped this site at regional scales using satellite imagery (World-View2 images from the DigitalGlobe foundation), complemented with aerial photography acquired with drones, and high-resolution seafloor photomosaics (<1 cm resolution) from underwater imagery acquired by the autonomous underwater vehicle Sparus II (University of Girona). 

Our drone and AUV mapping ground truths the correlation between patterns in satellite imagery and hydrothermal outflow, associated to mineral precipitates and/or bacterial mats at the seafloor. This mapping also reveals a clear organization of the hydrothermal outflow in sandy areas. In particular, polygonal patterns are common and often associated with inactive or actively bubbling pockmarks. These areas, showing white bacterial mats and hydrothermal precipitates, are rippled, suggesting that the hydrothermal precipitates do not consolidate the sediment. White precipitates display subseafloor temperatures >50°C at depths of 10 to 50 cm. The white areas are bound by bands of seafloor with a hummocky structure due to intense bioturbation, that obliterates the ripples, with widths of up to a few meters. This area shows subseafloor temperatures of 20-40°C, and corresponds to a transition from the high-temperature white zones and the seafloor with ripples and no hydrothermal precipitates. This area exhibits subseafloor temperatures similar to those of seawater, and can be associated with seagrass. These patterns reveal a clear organization of a narrowly focused hydrothermal outflow that controls the biological communities at the seafloor and subseafloor. We will discuss the implications of these observations to quantify hydrothermal fluxes in the study area.



How to cite: Puzenat, V., Martelat, J.-E., Escartin, J., Barreyre, T., Gracias, N., Vallicrosa, G., Garcia, R., Magí, L., Nomikou, P., Grandjean, P., Allemand, P., Schouw, A., Le Moine Bauer, S., Jørgensen, S. L., Antoniou, V., Vlasopoulos, O., Polymenakou, P., Mandalakis, M., Coskun, O., and Orsi, W.: Integrated regional scale view of Milos submarine hydrothermalism, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11612, https://doi.org/10.5194/egusphere-egu2020-11612, 2020.

EGU2020-13580 | Displays | NH2.1

Gravity modeling of the volcanic island of Surtsey, Iceland

Sara Sayyadi, Magnús T.Gudmundsson, Thórdís Högnadóttir, James White, and Marie D. Jackson

The formation of the oceanic island Surtsey in the shallow ocean off the south coast of Iceland in 1963-1967 remains one of the best-studied examples of basaltic emergent volcanism to date. The island was built by both explosive, phreatomagmatic phases and by effusive activity forming lava shields covering parts of the explosively formed tuff cones.   A detailed gravity survey was carried out on Surtsey in July 2014 with a gravity station spacing of ~100 m.  We analyse these data in order to refine a 2.5D-structural and density model of the internal structure for this type locality of Surtseyan volcanism.  We carry out a complete Bouguer correction of these data using total terrain corrections based on detailed DEMs of the island and the submarine bathymetry.  The principal components of the island are the two tuff cones composed principally of lapilli tuff; this was originally phreatomagmatic tephra formed in the explosive phases of the eruption. Lapilli tuff can be subdivided into (1) submarine lapilli tuff and (2) lapilli tuff above sea level. Other units are (3) subaerial lava, and (4) subaqueous lava deltas. Minor components that are volumetrically insignificant are small intrusions, and unconsolidated and unaltered tephra, still found in thin layers flanking the tuff cones.  An additional formation, relevant for any analysis of the subsurface structure of Surtsey, is (5) the sedimentary rocks making up the seafloor, being at least 100 m thick but probably much thicker.  Using measurements of the density of all the above components, and subdividing the island into different units based on its pattern of growth, we specifically attempt to constrain the width and depth of diatreme structures proposed by Moore (1985) and confirmed in the ICDP SUSTAIN drilling of Surtsey in 2017 (Jackson et al., 2019).  Our forward modeling is aided by a detailed subdivision of the island into units (1) to (4) based on repeated mapping of the island during 1964-1967.

 

Moore, J. G., 1985, Geological Magazine 122, 649–661

Jackson, M. D., et al. 2019, Scientific Drilling 25, 35–46.

How to cite: Sayyadi, S., T.Gudmundsson, M., Högnadóttir, T., White, J., and D. Jackson, M.: Gravity modeling of the volcanic island of Surtsey, Iceland, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13580, https://doi.org/10.5194/egusphere-egu2020-13580, 2020.

EGU2020-19095 | Displays | NH2.1

Internal architecture of the two-fold nature Monte Amarelo volcanic flank-collapse deposit offshore Fogo Island in the southern Cape Verdean Archipelago

Elodie Lebas, Elisa Klein, Rachel Barrett, Ricardo Ramalho, Katja Lindhorst, Ingo Klaucke, Andreas Klügel, Steffen Kutterolf, and Sebastian Krastel

Volcanic islands are the sites of some of the largest submarine landslides observed on Earth. Individual landslide deposits can contain several hundreds to few thousands of cubic kilometers of mobilized material and, therefore, represent significant hazards. They can generate destructive tsunamis which may have devastating impacts on coastal areas and populations. Hazard potential of volcanic flank-collapses is widely recognized, but the magnitude, and therefore the hazard potential of tsunamis triggered by such collapses have been much debated over the past decades. Hence, a better understanding and a full characterization of volcanic landslide deposits and emplacement dynamics is crucial. Fogo Island, situated in the southern part of the Cape Verdean Archipelago, is one of the most active oceanic intraplate volcanoes in the world. Fogo Volcano experienced a catastrophic flank-collapse event as witnessed by up-to-1 km high, eastward-opened horseshoe-shape depression. Tsunami deposits found on the nearby islands of Santiago and Maio indicate that the flank-collapse was tsunamigenic (Ramalho et al. 2015; Madeira et al. 2019). To better constrain the tsunamigenic hazard potential of this large, volcanic flank-collapse, we collected in 2019 a dense network of marine geophysical datasets offshore Fogo. Our dataset includes high-resolution multi-beam swath bathymetry, parametric sediment echo-sounder, multi-channel seismic reflection, sidescan sonar data and sediment gravity cores. Here, we present the key results of the seismic data. We show – for the first time – the internal architecture of the Monte Amarelo flank-collapse deposit in unprecedented detail. Our data reveal a two-fold nature of the deposit with hummocky terrains in the proximal area – typical of blocky debris avalanche deposits – and finer-grained, acoustically transparent deposits in the southern distal part. Our observations support recently-proposed failure models, where the loading of seafloor sediment by volcanic debris avalanche deposits triggered sediment destabilization and progressive downslope-propagating failure along a décollement surface (Le Friant et al. 2015, 2020). The basal surface of the Monte Amarelo deposits along with a series of strong internal reflections have also been captured in the seismic data, both in the proximal and distal part. This suggests a multi-phase event in the emplacement of the Monte Amarelo deposit offshore and allows us to reassess the volume of failed and remobilized material. Such details are particularly unusual on submarine volcanic flanks, as it is rather difficult to image the base of debris avalanche deposits due to their hummocky nature that instantly diffract/scatter the acoustic energy. This makes Fogo’s Monte Amarelo volcanic flank-collapse deposit a perfect study case to investigate the emplacement dynamics of large-scale, volcanic flank collapses and better constrain their tsunamigenic hazard potential.

How to cite: Lebas, E., Klein, E., Barrett, R., Ramalho, R., Lindhorst, K., Klaucke, I., Klügel, A., Kutterolf, S., and Krastel, S.: Internal architecture of the two-fold nature Monte Amarelo volcanic flank-collapse deposit offshore Fogo Island in the southern Cape Verdean Archipelago, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19095, https://doi.org/10.5194/egusphere-egu2020-19095, 2020.

EGU2020-21018 | Displays | NH2.1

Observations on the Structure of Surtsey, Iceland, and its Basaltic Lapilli Tuff

James G. Moore and Marie D. Jackson

Comparison of the results of new investigations of the 1979 and 2017 cored boreholes coupled with observations of the dynamic surface of Surtsey have modified our concepts of the subsurface structure of the volcano, an oceanic island erupted from 1963–1967 on the insular shelf of the south coast of Iceland. The temperature anomalies in the 2017 vertical and inclined boreholes closely resembled each other in shape and magnitude even though they are 80 m apart horizontally. The peak temperature of the vertical hole anomaly immediately after drilling was 124 °C at 105 m below surface (m.b.s.) and the inclined hole anomaly 127 °C at 115 m.b.s. This temperature anomaly and the paucity of coherent basalt in the 2017 cores casts doubt on a previous concept — that the heat anomaly in the 1979 borehole, 141 °C at 100–106 m.b.s., was due to nearby intrusions. The new observations suggest instead that top-down heating from the subaerial lava shield may have contributed to the Surtsey thermal anomaly.  In August 1966–June 1967, lava flows rapidly filled the Surtur vent crater to 80 m.b.s. and overflowed to the south and east. The conduction of heat from the cooling shield into the water-saturated substrate would have been influenced by the material characteristics of the underlying lapilli tuff, but the mechanisms of downwards heat transfer are not clear. In the zone of tidal flux centred at ~58 m.b.s., for example, the tuff was highly porous in 1979 and it remains porous and permeable 50 years after eruptions terminated. Boiling of interstitial water below sea level could have produced steam that rose and warmed the porous and permeable tephra adjacent to the lava shield, where it produced broad areas of palagonitized tuff.  Other sources of heat are also under consideration. At 107 m.b.s., fresh glass in the lapilli tuff of the original 1979 thin sections contains abundant granular and microtubular structures. These resemble endolithic microborings, and they are perhaps indicative of an early, short-lived episode of cooler temperatures and functional microbial activity at <120 °C. A geometrical analysis of layering in unrolled digital scans of the 2017 cores indicates that the relation of the apparent dip to the true dip of layering in the core inclined 55° from horizontal is such that steep dips are more common in westerly true dips, and gentle dips are more common in easterly true dips. The measurements indicate that near-surface layering in both the vertical and inclined cores dips westerly, suggesting that the boreholes are located inside the Surtur crater.  In this proximal setting, the section of lapilli tuff may be almost entirely composed of facies re-sedimented from unstable depositional sites and/or recycled through the vent perhaps multiple times. Sub-seafloor lapilli tuff samples with high porosity, high water absorption and low unit weight may reflect these complex eruptive processes. The new observations support the hypothesis that broad conduit and vent filling deposits underlie the Surtur crater.

How to cite: Moore, J. G. and Jackson, M. D.: Observations on the Structure of Surtsey, Iceland, and its Basaltic Lapilli Tuff, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21018, https://doi.org/10.5194/egusphere-egu2020-21018, 2020.

EGU2020-21685 | Displays | NH2.1

Surface reaction kinetics of volcanic materials at hydrothermal conditions – an in-situ experiment at the Surtsey volcano

Mathias Peter, Wolfgang Bach, Wolf-Achim Kahl, Andreas Luttge, Andreas Turke, and Steffen Leth Jorgensen

Surface reaction kinetics of volcanic materials at hydrothermal conditions – an in-situ experiment at the Surtsey volcano

The diversity and functioning of microbial life is a key research topic in the field of marine geochemistry and geobiology. For understanding biological processes at the temperature limit of functional life, it is necessary to gain insights about microbe-rock-fluid interactions under natural hydrothermal conditions within the basaltic ocean crust. Although there has been research in the field of biological interactions on olivine and tephra surface in laboratories and samples from volcanos ([1], [2]), the kinetics of microbe-rock-fluid interactions has not been systematically evaluated by in-situ experiment in a natural reservoir.

During the ICDP SUSTAIN Expedition 5059 at the Surtsey volcano off the southern coast of Iceland in 2017, a borehole was endowed with a subsurface observatory to analyze the evolution of olivine (Fo90) and volcanic glass surfaces embedded in PEEK containers at fixed temperatures ranging from 25°C to 125°C for two years ([3]). This incubation experiment delivers novel data of surface reaction kinetics under defined conditions in a natural setting.

In-depth analysis of the sample surface with vertical scanning interferometry, atomic force microscopy as well as Raman spectrometry provides insights into solid-fluid reactions of volcanic minerals. On the one hand, this analysis delivers a quantitative and qualitative breakdown of the chemical and physical alteration of natural matter below the oceanic crust. On the other hand, the in situ experiment facilitates a validation of a range of experiments that have been performed in laboratories under similar conditions. The possibility to gain knowledge about dissolution and precipitation on the interface of common seafloor materials within a natural hydrothermal system is critical step towards understanding submarine microbial life.

 

[1] Konhauser, K. O., Schiffman, P., and Fisher, Q. J., Microbial mediation of authigenic clays during hydrothermal alteration of basaltic tephra, Kilauea Volcano, Geochem. Geophys. Geosyst., 3( 12), 1075, doi:10.1029/2002GC000317, 2002.

[2] Malvoisin, B., Brunet, F., Carlut, J., Rouméjon, S., and Cannat, M. (2012), Serpentinization of oceanic peridotites: 2. Kinetics and processes of San Carlos olivine hydrothermal alteration, J. Geophys. Res., 117, B04102, doi:10.1029/2011JB008842.

[3] Türke, A., et al. (2019). "Design of the subsurface observatory at Surtsey volcano, Iceland." Sci. Dril. 25: 57-62.

How to cite: Peter, M., Bach, W., Kahl, W.-A., Luttge, A., Turke, A., and Jorgensen, S. L.: Surface reaction kinetics of volcanic materials at hydrothermal conditions – an in-situ experiment at the Surtsey volcano, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21685, https://doi.org/10.5194/egusphere-egu2020-21685, 2020.

EGU2020-22083 | Displays | NH2.1

Groundwater flow and fluid/groundwater geochemical characterization at Ischia Island: a new strategy for the mitigation of the volcanic risk

Sandro de Vita, Mauro A. Di Vito, Enrica Marotta, Rosario Avino, Antonio Carandente, Pasquale Belviso, Silvia Fabbrocino, Antonio Giardino, Lucia Marino, and Fabio Todisco

The volcanic system of Ischia is characterized by an intense hydrothermal activity, documented since the early 16th century by the study of Iasolino (1588), which represents the first systematic analysis of the thermal springs of the island for therapeutic purposes. Later studies partially contributed to the enhancement of knowledge on the volcanic, hydrogeological and hydrothermal features of the island, highlighting the strong interaction between hydrothermal flowpaths and volcano-tectonic processes . The reconstruction of the hydrothermal system becomes, therefore, a fundamental element for territorial planning, not only in terms of management of the huge water and geothermal resource, but also and above all in a perspective of prevention and mitigation of volcanic risk. Thermal springs, fumaroles and clay deposits due to the hydrothermal alteration of volcanic products testifies for the existence of an active deep hydrothermal system. Commonly, the geochemical characterization of fluids and groundwater has been used for the definition of the origin and structure of hydrothermal systems, when hydrogeological information is incomplete. However, volcanic hydrothermal systems, such as that characterizes the island of Ischia, are particularly difficult to analyze and outline, as the groundwater resources are the result of an articulated and dynamic interaction among meteoric water, sea water and fluids of deep origin. In such cases, the need for an interdisciplinary approach is evident, involving knowledge and research methods ranging from geology to volcanology, geophysics, geochemistry and hydrogeology. With particular reference to the functional and structural representation of the geothermal system of the island of Ischia and the resulting correlations with the volcano-tectonic processes, the examination of previous information highlights the need to update and improve the knowledge on groundwater hydrodynamics and mineralization processes.

Therefore, this study represents the result of  a strong interdisciplinary action that, starting from the design and implementation of a database on the existing geological/volcanological and hydrogeological information, contributes to highlight the critical issues, defines an operating scheme of the hydro-geo-thermal system of the island of Ischia, and aims at upgrade its hydrogeological, geochemical and volcanic monitoring system, in order to contribute to the mitigation of natural risks.

Moreover, this study well fits into the framework of the ongoing researches on volcanic hazard at Ischia and is integrated with the actions planned by the Italian Department of Civil Defense. The knowledge of groundwater dynamics and pathways is of fundamental importance for understanding the water/magma interaction processes in case of re-alimentation of the shallow magmatic system, and the assessment of the possibility of phreatic explosions occurrence.

 

How to cite: de Vita, S., Di Vito, M. A., Marotta, E., Avino, R., Carandente, A., Belviso, P., Fabbrocino, S., Giardino, A., Marino, L., and Todisco, F.: Groundwater flow and fluid/groundwater geochemical characterization at Ischia Island: a new strategy for the mitigation of the volcanic risk, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22083, https://doi.org/10.5194/egusphere-egu2020-22083, 2020.

NH3.1 – Large slope instabilities: characterisation, dating, triggering, monitoring and modelling

EGU2020-15211 | Displays | NH3.1

Planform deviations in river channel alignment due to active landsliding in the High Himalaya of Bhutan

Larissa de Palézieux, Kerry Leith, and Simon Loew

Large rock slope instabilities affect river channels both due to catastrophic failures and long-term creep. The relationship between rock slop instabilities and processes in the adjacent river system are typically assessed in terms of channel profile perturbations and cross-sectional morphology, e.g. excess topography. However, such relationships can also be evident in planform changes of the channel alignment, e.g. in landslide dams and long-term channel migration. Large scale creeping rock slope instabilities can be considered point sources which introduce sediment laterally to a river channel. In cases in which sediment production from one side of the channel exceeds that of the opposing side, the course of the river can be shifted towards the less active hillslope. The deviation of the channel from its original course may therefore be used as a proxy for relative sediment input of the two opposing hillslopes.

In order to characterize the planform morphology of the river channels, we treat them as signals fluctuating around a smoothed channel and use a fast Fourier transform to extract characteristic wavelengths and amplitudes of the stream network. We observe a consistent increase in amplitude of planform deviation with increasing wavelength with a variability of two orders of magnitude at the shortest wavelength (101 m) and less than one order of magnitude at longer wavelengths (103 m).

When comparing characteristic channel morphologies based on these analyses to the deviation of channels adjacent to mapped landslides, the amplitude of the deviation appears higher than those naturally occurring in the river system at wavelengths similar to twice the landslide width.

How to cite: de Palézieux, L., Leith, K., and Loew, S.: Planform deviations in river channel alignment due to active landsliding in the High Himalaya of Bhutan, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-15211, https://doi.org/10.5194/egusphere-egu2020-15211, 2020.

Large landslides can result in significant geomorphic impacts to fluvial systems, via increased sediment input and subsequent changes to channel behaviour. We present a case-study of the actively moving  ̴65 M m³ Alpine Gardens Landslide in the Fox Glacier Valley, West Coast, New Zealand, to analyse the ongoing geomorphic impacts within the valley floor. Debris flows, sourced from the toe of the landslide, travel down Mill’s Creek and deposit sediment on the debris fan at its confluence with the Fox River. This debris flow activity and associated changes in sediment flux and fluvial behaviour have resulted in re-occurring damage to, and current closure of roads and tracks within the Fox Glacier Valley floor, impacting access to the Westland Tai Poutini National Park, the Fox Glacier, associated tourism, and the Fox Glacier township economy.

Initial movement of the Alpine Gardens landslide was detected in 2015, with aerial imagery analysis between March 2017 and June 2018 indicating that the landslide may be accelerating. This acceleration may potentially result in increased debris flow activity within the landslide complex and sediment flux into the Fox River. To monitor and understand the controls on movement rate, we installed a continuous GPS monitoring station along with rainfall gauges on the landslide in February 2019. On average, the landslide moves at a rate of 0.12 m/day ± 0.13 m/day, however this rate of movement of the landslide is closely correlated to and fluctuates with rainfall. Significant accelerations of 0.5 m/day have occurred after heavy rainfall, with these rainfall events also resulting in large debris flows.

We document and investigate the geomorphic impact of the Alpine Gardens landslide on the Mill’s Creek debris fan and Fox Glacier Valley floor via terrestrial laser scanning, airborne LiDAR, UAV surveys and aerial imagery. From this, we derive a time-series of nine surface change models to document the sediment flux within the Alpine Gardens Landslide and Mill’s Creek debris fan complex. Our initial results reveal that between March 2017 and June 2019, approximately 14.7 M m³ was eroded from the landslide, of which 3.7 M m³ was deposited directly on the debris fan. A further 9.6 M m³ has been transported downstream into the fluvial system. Upstream aggradation has also occurred, with 1.1 M m³ deposited in the river valley immediately upstream of the debris fan between June 2018 and June 2019. Continued monitoring of the Alpine Gardens Landslide and volumetric changes of the landslide complex allows us to understand the controls on the movement and sediment flux within the landslide and the geomorphic impact of large actively moving landslides on the valley floor, particularly within alpine and glacial environments. 

How to cite: de Vilder, S., Massey, C., Archibald, G., and Morgenstern, R.: The geomorphic impact of large landslides: A case-study of the actively moving Alpine Gardens Landslide, Fox Glacier Valley, West Coast, New Zealand., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12411, https://doi.org/10.5194/egusphere-egu2020-12411, 2020.

EGU2020-391 | Displays | NH3.1

Emplacement dynamics of supraglacial rock avalanches: details from the 2016 Lamplugh event, Alaska

Anja Dufresne, Gabriel Wolken, Clément Hibert, Erin Bessette-Kirton, Jeffrey Coe, Marten Geertsema, and Göran Ekström

In Glacier Bay Park and Preserve, Alaska, at least 25 rock avalanches occurred since the mid-1980s. The 2016 Lamplugh rock avalanche, with roughly 70 Mm3 deposit volume, is one of the larger events within the park. It originated from a north-facing bedrock ridge without any obvious trigger, and spread 10 km down Lamplugh Glacier. Based on field surveys, high-resolution digital elevation models, and continuous seismic data, we show that the emplacement dynamics of this supraglacial rock avalanche can be described by two distinct stages. Clear long-period seismic signals during Stage-1 record strong interactions of the rock avalanche debris with the ground, suggesting dynamic processes such as grain collisions and fragmentation ('active or dynamic emplacement' of a granular flow). During this first stage, the debris traveled about 5 km from the base of the slope; its deposit is thin and stretched with a dominant dry and flat area in the center, and has narrow raised margins. Stage-2 was essentially aseismic at long periods and dominated by low-friction sliding at slow deceleration rates ('passive sliding'). This sliding produced the distal roughly third of the total runout length where the deposit has a higher density of flowbands and more prominent, raised margins from entrainment and bulldozing of snow. The higher apparent mobility of supraglacial landslides (relative to their counterparts in other runout environments) may be explained by this two-stage model.

How to cite: Dufresne, A., Wolken, G., Hibert, C., Bessette-Kirton, E., Coe, J., Geertsema, M., and Ekström, G.: Emplacement dynamics of supraglacial rock avalanches: details from the 2016 Lamplugh event, Alaska, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-391, https://doi.org/10.5194/egusphere-egu2020-391, 2020.

EGU2020-8040 | Displays | NH3.1

Landslide dam susceptibility in the Austrian Alps inferred from modelled landslides, potential valley damming and lake formation

Anne-Laure Argentin, Günther Prasicek, Jörg Robl, Daniel Hölbling, Lorena Abad, and Zahra Dabiri

In mountain landscapes, landslides often block river courses. Although landslides are well-known threats, the risks imposed by landslide dams are sometimes neglected. The impeding of a river can lead to the submergence of parts of the upstream valley and a failure of the dam can flood downstream terrain in a catastrophic event.

Our aim is two-fold: we are interested in creating a landslide dam susceptibility map relying on modelled landslides and resulting damming of valleys and formation of lakes, and in studying the relation between the occurrence of landslide dams and lithology.

Landslide susceptibility maps are a common tool for natural hazard mitigation, but landslide dam susceptibility maps are rarely produced. Several simple indices (Blockage Index, Backstow Index) have been developed to predict the obstruction capacity and stability of landslides on a river from landslide and catchment characteristics (landslide volume, catchment area, dam height etc.). However, those methods were applied on observed landslides, and did not consider landslide susceptibility. Here, we created a first modelling-based landslide dam susceptibility map and compared it to the results provided by the indices.

Although the relation between lithology and landsliding has been thoroughly studied, no connection with dam formation has been highlighted so far. Lithology has an impact on various characteristics of the landslide, including its volume, and also influences valley geometry. We investigated if some alpine lithological units are more prone to landslide dam formation than others.

In our modelling approach we used a 10 m DEM of the Austrian Alps and stochastically triggered landslides based on slope thresholds. We then simulated the runout of the landslides using a fluid flow solver. For each landslide deposit we computed the maximum dammed volume by filling the landslide-dammed DEM, and compared those volumes to the lithology. We also tested the different theoretical geomorphological indices to predict the impounding of the river and compared them to the actual results provided by our method.

How to cite: Argentin, A.-L., Prasicek, G., Robl, J., Hölbling, D., Abad, L., and Dabiri, Z.: Landslide dam susceptibility in the Austrian Alps inferred from modelled landslides, potential valley damming and lake formation, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8040, https://doi.org/10.5194/egusphere-egu2020-8040, 2020.

The western flank of the central Andes presents an exceptional concentration of large paleo-landslides (v> 100*106 m3), most of which being well-preserved morphologies due to low erosion and weathering related to the hyper-arid climate of the Atacama Desert since the Miocene. First order questions are pending about the triggering of those mass-movements, their dynamics, their locations and their roles on the Andean relief evolution. Previous studies included geomorphological analysis and few dating on individual landslides (e.g. in Peru: Margirier et al., 2015; Crosta et al., 2014; Zerathe et al., 2017; Delgado et al., 2020; e.g. in Chile: Strasser and Schlunegger , 2005; Pinto et al., 2008; Crosta et al., 2017). Preliminary regional mapping have been attempted in Peru (Geocatmin-INGEMMET and Audin & Bechir 2006) and in Chile (Matther et al., 2014 and Crosta et al., 2014).

Here we proposed a new and exhaustive mapping of large landslides of the Western Andes updating and homogenizing the previous works. The considered area locates between latitude 15° and 20°S, from the coast to the mean elevation of the Altiplano (~5000 m a.s.l). The landslide mapping was done by using Google Earth and DEMs (TanDEM-X and Pléiades). We mapped polygons (surface area > 0.1 km²) corresponding to destructured areas and strictly including the evidence of major landslide scarps (cliffs, unusual slope-breaks, etc.) and its sliding mass (offset lithology, boulders fields, etc.).

We identified more than 700 landslides, distributed into three main typologies: (1) deep-seated rockslide (DSR) showing “in-mass” displacement; (2) rock-avalanche (RA) with typical granular-flow morphologies (e.g. levees, boulders fields) and (3) destabilizations associated with both dynamics. This GIS database allows statistical analysis and interpretations crossing the landslide distribution and typologies versus relief properties, geology-lithology, long-term uplift, dating, etc. Preliminary analysis of this database shows that spatial distribution of mass-movements is not homogeneous. Instead, we observed cluster of mass-movements following the main valleys or canyons. They mainly located at elevation between 1500 and 2000 m a.s.l. Interestingly, the largest landslides (surface area > 50 km2) are disconnected to fluvial incision. They occurred within interfluve areas. Few of the largest landslides cover alone more than 30 % of the total cumulated landslide area in this region and, on their own, might contribute at a first order to the relief erosion.

How to cite: Fabrizio, D., Swann, Z., Stéphane, S., and Carlos, B.: Large landslides database along the Central Western Andes (15º - 20º S): constraints on mass-movement development and implications on relief evolution, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10169, https://doi.org/10.5194/egusphere-egu2020-10169, 2020.

EGU2020-14611 | Displays | NH3.1

Strong earthquakes as main trigger mechanism for large pre-historic rock slope failures in Western Tyrol (Austria, Eastern Alps): constraints from lacustrine paleoseismology

Patrick Oswald, Jyh-Jaan Steven Huang, Stefano Fabbri, Markus Aufleger, Christoph Daxer, Michael Strasser, and Jasper Moernaut

Catastrophic, pre-historic rockslides are generally well studied in terms of geological controls on slope instabilities, dating of failure events and characterization of the transported mass. Regarding their triggering mechanism, however, either changing climatic forces or strong seismic shaking are discussed in literature, since such mechanisms cannot be unambiguously inferred by directly studying the transported mass or the failure scarp.

Here, we present two independent Holocene lacustrine archives in the Eastern Alps (Lake Plansee and Lake Piburger See), both situated within a spatial cluster of seven large and mostly well-dated rockslides that occurred between 4.2 to 3.0 ka cal BP, comprising the Tschirgant, Eibsee and Fernpass rockslides with up to 1 km³ rock mass volume.

To evaluate a potential seismic trigger for these rockslides, we investigated the lacustrine archives of Lake Plansee and Lake Piburgersee with multiple geophysical (multibeam bathymetric mapping, subbottom profiling) and sedimentological methods (e.g. XRF- & CT scanning) on up to 15m long sediment cores. In the deep Lake Plansee (2,87 km²; 77m deep), earthquakes are expressed by coeval, multiple subaqueous mass wasting deposits, while in the small and shallow Lake Piburger See (0,14 km²; 29 m deep), earthquakes have generated soft-sediment deformation structures such as intraclast breccias and folded strata.

The paleoseismic records derived from the investigated lakes contain 13 event deposits most likely induced by strong earthquakes in the Holocene. Comparison to seismic intensities of historical earthquakes reveals that the investigated lake sediments only record earthquakes exceeding the seismic intensity threshold of VI (EMS-98 scale) at the lake site. At least three earthquake-induced deposits at ~6.8, ~4.0 and ~3.0 ka cal BP are found in both lakes suggesting to be stronger than the region’s maximum documented earthquake (1930 M5.3 in Namlos). Most of the 13 identified pre-historic earthquakes concentrate in the timeframe around 7.0 – 3.0 ka cal BP coinciding with the majority of rockslide events (6.5 – 3.0 ka cal BP). Conspicuously, two strong earthquakes coincide within age uncertainties with two (Tschirgant and Haiming rockslides; ~3.0 ka cal BP) and at least three potentially simultaneous, large rockslides (Eibsee, Fernpass and Stöttlbach rockslides; ~4.0 ka cal BP), respectively. Moreover, an extraordinarily large earthquake-related deposit at 4.0 ka cal BP in Plansee coincides with rockslides in the lake’s vicinity. The same is true for the 3.0 ka cal BP event in Piburger See, pointing also at a spatial coincidence of rockslides and earthquakes.

Our new findings support the interpretation of earthquakes being the major triggering mechanism for large rock slope failures in the Eastern Alps such as e.g. the historically-known Dobratsch rockslide triggered by the AD 1348 Villach earthquake in Carinthia. Changing climatic forces during the Holocene such as heavy rainfall periods may play a significant role in pre-conditioning rock slopes for failure. However, the quiescence in rockslide activity despite a changing climate since 3.0 ka cal BP together with the striking coincidence of the rockslide cluster and the strong earthquakes corroborate the importance of earthquakes as ultimate trigger for large rockslides.

How to cite: Oswald, P., Huang, J.-J. S., Fabbri, S., Aufleger, M., Daxer, C., Strasser, M., and Moernaut, J.: Strong earthquakes as main trigger mechanism for large pre-historic rock slope failures in Western Tyrol (Austria, Eastern Alps): constraints from lacustrine paleoseismology, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-14611, https://doi.org/10.5194/egusphere-egu2020-14611, 2020.

EGU2020-15636 | Displays | NH3.1

Slow rock mass deformation in the mountain side north of the Tungnakvíslarjökull outlet glacier in western part of the Mýrdalsjökull glacier

Þorsteinn Sæmundsson, Páll Einarsson, Joaquin Belart, Ásta Rut Hjartardóttir, Eyjólfur Magnússon, Halldór Geirsson, Finnur Pálsson, Gro Pedersen, and Vincent Drouin

A large slow rock mass deformation has been detected in a mountain side north of the Tungnakvíslarjökull outlet glacier, located in the western part of the Mýrdalsjökull glacier in Iceland. A group of scientist from the University of Iceland, National Land Survey and Icelandic GeoSurvey have worked on collecting data from several sources and installed monitoring equipment at the site. According to observations, which were based on comparison of DEM from aerial photographs from 1945 to 2019, the slope has been showing slow rock mass deformation since at least 1945. The rate of movements has been estimated for the period from 1945 to 2019. The data show that the total displacement since 1945 is around 200 m. The data also indicate that the deformation rate has not been constant over this time period and the data shows that the maximum deformation was between 1999 and 2004 of total of 94 m or about 19 m/year.

The mountain slope north of the Tungnakvíslarjökull outlet glaciers 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 4-500 m in the western part up to the Mýrdalsjökull glacier at 1100 m in the east. The total sliding 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 sliding plane is not known, but the minimum volume might be between 100 to 200 million m3. The entire slope shows signs of displacement and is heavily fractured and broken up. A GPS station that was installed in the uppermost part of the slope in August shows that the slope is moving about 3-9 mm per day, at a constant rate since installation.

There are two main ideas of the causes for this slow rock mass 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, which may also explain the slope failure.

How to cite: Sæmundsson, Þ., Einarsson, P., Belart, J., Hjartardóttir, Á. R., Magnússon, E., Geirsson, H., Pálsson, F., Pedersen, G., and Drouin, V.: Slow rock mass deformation in the mountain side north of the Tungnakvíslarjökull outlet glacier in western part of the Mýrdalsjökull glacier , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-15636, https://doi.org/10.5194/egusphere-egu2020-15636, 2020.

EGU2020-8331 | Displays | NH3.1

Engineering-geological characterisation and activity analysis of a deep-seated rockslide near Laatsch (South Tyrol)

Klaus Voit, Christina Rechberger, Christine Fey, Volkmar Mair, and Christian Zangerl

Deep-seated rockslides in Alpine areas are common phenomena, especially if geological and tectonic conditions enable a disintegration of the rock mass extending deep into the ground. Furthermore, the failure process usually is controlled by groundwater flow, permafrost degradation and rock weathering mostly by input of surface water along geological discontinuities as well as by temperature fluctuations. Thereby, extensive slope areas can become unstable and – in the worst case – can endanger population and infrastructure.

At the valley entrance of the Münstertal at the stream Rambach (South Tyrol, Italy), close to the national road SS41 ca. road kilometres 6.5, a deep-seated rockslide was formed at a south-facing mountain slope with a gradient of ca. 30 - 50°. The U-shaped valley was formed by glaciers, whereby the valley floor is filled with alluvial sediments. The rockslide is approx. 400 m wide, measures approx.  700 m in height at its longest extension and comprise a total rock volume of approx.  500,000 m³. The geological bedrock consists of foliated metamorphic rocks (mainly orthogneisses) which partially is covered by talus and glacial sediments. In the past and still continuing, the area was exposed to major tectonic stress due to its close range to the Vinschgau and Schlinig fault zones generating a dense fracture system in the rock mass.

Since several years, the highly active rockslide shows displacements of several metres per year. In 2014, the road SS41 was relocated over a length of ca. 800 m to the other side of the Rambach due to ongoing rock fall events. Field surveys conducted at that time already showed clear geomorphological indications for the destabilization of a large area at the mountain ridge by the presence of primary and secondary scarps, tension cracks, and up-hill facing scarps in the slope area ranging up to the mountain ridge.

Geological field studies in 2018 and 2019 were carried out to investigate the rockslide geometry and kinematics as well as deformation and failure processes. Quantification of the deformation rates was carried out by multi-temporal terrestrial laser scanning (TLS). From a kinematic point of view, the rockslide can be divided into different slabs of varying activity showing actual deformation rates between approx. 0.3 to 3.6 m per year. The individual slabs show a translational movement behaviour with minor internal deformation. However, also a rotational kinematics along polygonal slip surfaces was observed. Disintegration and formation of slabs mostly takes place along pre-existing steeply dipping joint surfaces.

In this contribution, a preliminary geological, geometrical and kinematical model of the current rockslide is presented by the detailed analyses of field mapping and deformation monitoring data.

How to cite: Voit, K., Rechberger, C., Fey, C., Mair, V., and Zangerl, C.: Engineering-geological characterisation and activity analysis of a deep-seated rockslide near Laatsch (South Tyrol), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8331, https://doi.org/10.5194/egusphere-egu2020-8331, 2020.

EGU2020-6211 | Displays | NH3.1

Scientific Investigation and Monitoring Result of Potential Large Scale Landslide

Kuo-Lung Wang, Ching-Weei Lin, Meei-Ling Lin, Rou-Fei Chen, Ya-Ju Hsu, Chih-Yu Kuo, Chien-Chih Chen, Hsin-Hua Huang, Kuo-Jen Chang, Li-Wei Kuo, Chuen-Fa Ni, Bo-Hung Lin, Yi-Hsuan Lee, Hsiao-Yuan Yin, and Mei-Chen Feng

It is always tricky to definite deep-seated or massive scale landslide investigation and monitoring. The scars could map from a high-resolution digital elevation model. However, the activity or sliding depth is merely difficult to define before installing a monitoring system. Lantai potential landslide area is selected for testing and demonstrating newly developed scientific investigation and monitoring techniques. Possible landslide scars have mapped from airborne lidar data, which provided a reference area for DInSAR analysis. More than ten years of DInSAR analysis shows an active/fast-moving area. The sliding plane and geological structure defined from customized earthquake stations and UAV LiDAR following with field verification. The background noise detection can define potential sliding planes from various precipitation events or earthquakes. GPS/leveling stations are installed to monitor ground deformation and verification from DInSAR results providing single point information to the whole area. The drilling holes’ depth is determined from earthquake stations analysis result, geological data, and sliding model from preliminary numerical analysis. Resistivity poles are installed at two holes from 100m beneath the ground surface with connected poles between these two holes to form a window shape monitoring system. The window shape Resistivity Image Profiling system can measure continuously providing not only geological structure variance and groundwater passing this window. New developed optical-fiber water pressure gauges are installed at different depths to verified groundwater pressure and water flow. The deformation system including extensometer, MEMS inclinometer, In-Plane Inclinometer, and Shape Acceleration Array are installed to provide direct displacements from the ground surface to underground. The sliding threshold is thus defined with various measurements from different monitoring methods and with different scales.

How to cite: Wang, K.-L., Lin, C.-W., Lin, M.-L., Chen, R.-F., Hsu, Y.-J., Kuo, C.-Y., Chen, C.-C., Huang, H.-H., Chang, K.-J., Kuo, L.-W., Ni, C.-F., Lin, B.-H., Lee, Y.-H., Yin, H.-Y., and Feng, M.-C.: Scientific Investigation and Monitoring Result of Potential Large Scale Landslide, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6211, https://doi.org/10.5194/egusphere-egu2020-6211, 2020.

EGU2020-6568 | Displays | NH3.1

Numerical Investigation of the Stability of Toppling Rock Slopes Subjected to Glacier Retreat

Nikola Toshkov, Jordan Aaron, Simon Loew, Franziska Glueer, and Valentin Gishig

Glacial retreat is often cited as a cause of rock slope instabilities in mountain regions. Until recently, glacial debuttressing was thought to be the main mechanism by which glaciers influence slope stability, however recent work has questioned the efficacy of this mechanism.  It appears that other mechanisms, including slope kinematics and hydro-mechanical interactions between the glacier and slope are important drivers of paraglacial rock slope instabilities.  In the present work, we use discontinuum numerical models to investigate the interaction between rock slope kinematics, slope/glacial hydrology and glacial retreat. 
We perform both a theoretical analysis using a simplified slope geometry, as well as a back-analysis of the Moosfluh Landslide.  For the theoretical analysis, we investigate the response of both toppling and sliding slopes to two factors: the weight of the ice, assumed to be applied as a ductile load acting normal to slope topography, and the variation of the slope water table, which is linked to the ice level and lowers as the glacier retreats. We then apply the insights from the theoretical analysis to investigate the Moosfluh Landslide.  This landslide, which is located at the left flank of the Great Aletsch Glacier Valley (Valais, Switzerland), at the present-day glacial terminus, underwent a dramatic acceleration in 2016 in response to glacier retreat.  The landslide was extensively monitored during this acceleration, and analysis of this data has revealed that the kinematics of movement changed from toppling to secondary sliding.  We simulate the behaviour of the Moosfluh Landslide by implementing a structural model determined from field mapping, and systematically lowering the ice level and slope water table, to simulate glacial retreat.
We find that the interaction between slope kinematics and glacial retreat leads to a complex slope response.  For sliding slopes, the stability of the slope is relatively insensitive to glacial ice loss.  For toppling slopes, the slope response is highly sensitive to ice loss, and the slope is the most unstable at a critical ice level, before ice has completely retreated.  For the Moosfluh instability, we are able to simulate the initial toppling kinematics of this landslide, as well as the transition to sliding triggered by the ice reaching a critical elevation.  Our analysis has important implications for understanding rock slope response to glacial retreat, and highlights the disparate behaviour of toppling and sliding slopes. 

How to cite: Toshkov, N., Aaron, J., Loew, S., Glueer, F., and Gishig, V.: Numerical Investigation of the Stability of Toppling Rock Slopes Subjected to Glacier Retreat, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6568, https://doi.org/10.5194/egusphere-egu2020-6568, 2020.

EGU2020-17616 | Displays | NH3.1

Towards a benchmark mechanical model for warming permafrost rock slopes

Michael Krautblatter, Benjamin Jacobs, Philipp Mamot, Regina Pläsken, Riccardo Scandroglio, Julian Groß, and Tanja Schröder

This paper discusses mechanical modelling strategies for instable permafrost bedrock. Modelling instable permafrost bedrock is a key requirement to anticipate magnitudes and frequency of rock slope failures in a changing climate but also to forecast the stability of high-alpine infrastructure throughout its lifetime.  

High-alpine rock faces witness the past and present mechanical limit equilibrium. Rock segments where driving forces exceed resisting forces fall of the cliff often leaving a rock face behind which is just above the limit equilibrium. All significant changes in rock mechanical properties or significant changes in the state of stress will evoke rock instability which often occurs with response times of years to 1000 years. Degrading permafrost will act to alter (i) rock mechanical properties such as compressive and tensile strength, fracture toughness and most likely rock friction, (ii) warming subcero conditions will weaken ice and rock-ice interfaces and (iii) increased cryo- and (iv) hydrostatic pressures are expected. We have performed hundreds of laboratory experiments on different types of rock that show that thawing and warming siginficantly decreases both,  rock and ice-mechanical strength between -5°C and -0.0°C.  Approaches  to calculate cryostatic pressure (ad iii) have been published and are experimentally confirmed. However, the importance and dimension of extreme hydrostatic forces (ad iv) due to perched water above permafrost-affected rocks has been assumed but has not yet been quantitatively recorded.

This paper presents data and strategies how to obtain relevant (i) rock mechanical parameters (compressive and tensile strength and fracture toughness, lab), (ii) ice- and rock-ice interface mechanical parameters (lab), (iii) cryostatic forces in low-porosity alpine bedrock (lab and field) and (iv) hydrostatic forces in perched water-filled fractures above permafrost (field).

We demonstrate mechanical models that base on the conceptual assumption of the rock ice mechanical model (Krautblatter et al. 2013) and rely on frozen/unfrozen parameter testing in the lab and field. Continuum mechanical models (no discontinuities) can be used to demonstrate permafrost rock wall destabilization on a valley scale over longer time scales, as exemplified by progressive fjord rock slope failure in the Lateglacial and Holocene. Discontinuum mechanical models including rock fracture patterns can display rock instability induced by permafrost degradation on a singular slope scale, as exemplified for recent a recent ice-supported 10.000 m³ preparing rock at the Zugspitze (D). Discontinuum mechanical models also have capabilities to link permafrost slope stability to structural loading induced by high-alpine infrastructure such as cable cars and mountains huts, as exemplified for the Kitzsteinhorn Cable Car and its anchoring in permafrost rocks (A). 

Over longer time scales, the polycyclicity of hydro- and cryostatic forcing as well as material fatigue play an important role. We also introduce a mechanical approach to quantify cryo-forcing related rock-fatigue. This paper shows benchmark approaches to develop mechanical models based on a rock-ice mechanical model for degrading permafrost rock slopes.

How to cite: Krautblatter, M., Jacobs, B., Mamot, P., Pläsken, R., Scandroglio, R., Groß, J., and Schröder, T.: Towards a benchmark mechanical model for warming permafrost rock slopes, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-17616, https://doi.org/10.5194/egusphere-egu2020-17616, 2020.

Enhanced landslide mobility can project devastation across extensive areas, greatly affecting hazard and risk. Despite this importance, assessing potential mobility can be challenging as underlying causes of enhanced mobility vary. Liquefaction can dramatically decrease shear resistance and promote mobility, and pervasive liquefaction is well known to boost the mobility of debris flows and other flow slides. However, liquefaction’s potential effect on more coherent slide masses can be difficult to identify in the field. The 2014 Oso, Washington (USA) debris avalanche provides an exceptional opportunity to understand specific causes of liquefaction and enhanced mobility. The slide was more mobile than typical debris avalanches, sweeping over 1 km across a flat alluvial plain to the opposite side of the river valley and killing 43 people as it travelled. Following the 2014 event, we performed detailed investigations aimed at illuminating the event sequence and the mechanisms promoting mobility, with a strong focus on the role of liquefaction.

The landslide initiated in stratified glacial materials and created a variety of landslide deposit types, including a widespread debris-avalanche hummock field covering much of the formerly flat river valley. Our field investigations revealed clear and widespread evidence for sub-bottom (basal) liquefaction as the cause for the slide’s long reach. Soon after the slide event, we mapped more than 350 sand boils – classic indicators of liquefaction – as both isolated vents and groups of multiple vents within the hummock field. We found sand boils in the depressions between hummocks; the hummocks themselves were not liquefied and commonly contained rafted materials such as intact pieces of glacial stratigraphy and forest floor on their surfaces. The sand boils erupted through a variety of glacial sediments, including lacustrine clays. Sand boil grain-size characteristics most closely matched the underlying alluvial sands, rather than the overriding glacial sediments. Evidence of sand boils was transient; most features were eroded from the landscape within a year.

Liquefaction can be induced by several mechanisms, including rapid loading, shearing of loose contractive sediment, and cyclical loading during ground shaking. Given these plausible mechanisms, we used a fully coupled fluid-sediment elastic deformation analysis, as well as triaxial geotechnical testing of the alluvium, to assess potential liquefaction of the materials overrun by the Oso slide. Our results demonstrate that the large failure rapidly loading loose, already wet alluvial sediments likely resulted in their liquefaction. The greatly reduced shear strength of the liquefied alluvium enabled enhanced mobility of the overriding landslide mass on a liquefied base. This process differs from liquefaction of the slide material itself and is therefore not directly dependent on slide-mass properties. Liquefaction of underlying sediments, similar to that observed at Oso, may have enhanced the mobility of other large, coherent landslides in Europe and Asia.

How to cite: Reid, M. and Collins, B.: Enhanced landslide mobility promoted by liquefaction of underlying sediments: Evidence from detailed field, lab, and modelling investigations of the deadly Oso, USA landslide, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11869, https://doi.org/10.5194/egusphere-egu2020-11869, 2020.

EGU2020-12509 | Displays | NH3.1

Three-dimensional slope stability study using a Coupled Eulerian-Lagrangian method

Fang-Cing Liu, Chih-Hsuan Liu, and Ching Hung

  In slope stability analysis, two-dimensional (2D) analysis techniques are usually applied due to its simplicity and extensive applicability. Given that slope failures are three-dimensional (3D) in nature, especially in the slope with complex geometry, a 3D slope stability analysis could lead to more reasonable results [1]. In slope stability analyses, limit equilibrium method (LEM) and finite element method (FEM) are widely used. Note that LEM only satisfies equations of statics and does not consider strain and displacement compatibility; FEM may encounter significant mesh distortion during large deformations where convergence difficulty and the analysis may be terminated before the slope reaches failure [2]. In the study, a Coupled Eulerian-Lagrangian (CEL) method, which allows materials to flow through fixed meshes regardless of distortions, was utilized to investigate 3D slope stability [3]. Validation of the numerical modeling was first presented using a typically assumed 3D slope. After the validation, various types of slopes (i.e. turning corners, convex- and concave-shaped surfaces) with various boundary conditions (unrestrained, semi-restrained, and fully restrained) are carefully conducted to examine the 3D slope stability. It is anticipated the 3D analyses can shed some light on the slope stability analysis with extreme or complex geometry cases and provide more reasonable results.

 

REFERENCE

  1. T.-K. Nian, R.-Q. Huang, S.-S. Wan, and G.-Q. Chen (2012): Three-dimensional strength-reduction finite element analysis of slopes: geometric effects. Canadian Geotechnical Journal, 49: 574–588.
  2. C. Hung, C.-H. Liu, G.-W. Lin and Ben Leshchinsky (2019): The Aso-Bridge coseismic landslide: a numerical investigation of failure and runout behavior using finite and discrete element methods. Bulletin of Engineering Geology and the Environment. doi: 10.1007/s10064-018-1309-3.
  3. C. Han. Lin, C. Hung and T.-Y. Hsu (2020): Investigations of granular material behaviors using coupled Eulerian-Lagrangian technique: From granular collapse to fluid-structure interaction. Computers and Geotechnics (under review).

 

 

How to cite: Liu, F.-C., Liu, C.-H., and Hung, C.: Three-dimensional slope stability study using a Coupled Eulerian-Lagrangian method, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12509, https://doi.org/10.5194/egusphere-egu2020-12509, 2020.

An earthquake-induced large-scale landslide could lead to catastrophic disasters. In order to understand the characteristics of a coseismic landslide, the numerical simulation is a method worth using to reconstruct the movement process of the landslide. The study uses the coupled Lagrangian-Eulerian (CEL) method to simulate the processes of the Aso-Bridge landslide triggered by the 2016 Kumamoto Earthquake (ML 6.5) in Japan. Simulation results are consistent with terrain changes after the collapse and can be used to deduce the ground motion caused by the mass movement.

First of all, the mass movement changed from gradual deformation to rapid displacement when the earthquake acceleration exceeded 0.1 g. Second, the maximum velocity of the landslide reached 35 m/s, and the affected area was successfully estimated. Third, the ground motions induced by the simulated landslide at the ground surface revealed that sliding mass impacted the downslope channel at 40 s after the earthquake occurred. The amplitude of simulated landslide-induced ground motions was more significant than that of ambient noise after the main earthquake ended. Because the ground motions caused by the coseismic landslide were hidden in the vibration of the earthquake, it is difficult to distinguish it from the earthquake's shakes. The results in the study indicated that when the earthquake ended, unfinished landslide-induced ground motions may be identified from the records of nearby seismic stations. The CEL simulation provided valuable information to evaluate the impact of a coseismic landslide.   

Keywords: coseismic landslide, coupled Eulerian-Lagrangian approach, Aso-bridge landslide

How to cite: Tang, C.-H. and Lin, G.-W.: Modeling the coseismic landslide using coupled Eulerian-Lagrangian approach: a case study of 2016 Aso-Bridge landslide, Japan, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6470, https://doi.org/10.5194/egusphere-egu2020-6470, 2020.

EGU2020-9058 | Displays | NH3.1

Instability in Himalayan Rock Slope under Recurrent Freeze-Thaw

Sahil Sardana, Rabindra Kumar Sinha, Mamta Jaswal, Amit Kumar Verma, and Trilok Nath Singh

The highways in the Himalayas region have an important concern as these are the only connecting corridors to the nearby land area. Manali-Leh highway is one such important route in India which is interrupted frequently by landslides and rockslides events due to freeze-thaw activity, earthquake, heavy rainfall and anthropogenic activities are major triggering factors. In the freeze-thaw activity, water enters into the cracks in rocks during rainfall, subsequently, it freezes, leads to enlargement of cracks and/or the initiation of new cracks due to the volumetric expansion of ice. In the summer season, the ice melts and water migrates to the newly generated cracks and later freezes in the winter season. This, in turn, weakens the rock structure that leads to the reduction of the rock mass strength which promotes instability in the rock slopes. This study focuses on the stability assessment of rock slope along the highway from Solang Valley in Himachal Pradesh, India. This highway connects the Solang Valley to the south portal of the Rohtang tunnel and provides all-weather connectivity, as the Manali-Leh highway shut down during the winter season due to heavy snowfall.

An extensive geotechnical survey was carried out on the studied slope and the rock samples were collected from the field. The artificial freeze-thaw environment was created in the laboratory for the rock specimens to account the natural freeze-thaw effect. Laboratory tests were conducted on the rock specimen conditioned with freeze-thaw to determine the physico-mechanical parameters of intact rock prior to the numerical simulation. The results indicate the significant loss in compressive and tensile strength of rock as the number of freeze-thaw cycles increases. A three-dimensional numerical modelling was performed to assess the stability of the rock slope using the Distinct Element Code (3DEC software). Slope geometry was prepared to represent the actual slope and the various discontinuity sets observed at the field was mapped on the model. The behaviour of the discontinuity sets was modelled using a Mohr-Coulomb slip with residual strength. Normal stiffness of the joints was calculated from rock mass deformation modulus, intact rock young’s modulus and joint spacing. Similarly, the shear stiffness was calculated. The results of numerical modelling show that the displacement of blocks increases and the factor of safety of the slope decreases as the number of freeze-thaw cycles increases.

How to cite: Sardana, S., Sinha, R. K., Jaswal, M., Verma, A. K., and Singh, T. N.: Instability in Himalayan Rock Slope under Recurrent Freeze-Thaw , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9058, https://doi.org/10.5194/egusphere-egu2020-9058, 2020.

EGU2020-4016 | Displays | NH3.1

Flexural toppling and the development of uphill-facing scarps along the Bedretto valley, Swiss Alps

Masahiro Chigira, Michel Jaboyedoff, Andrea Pedrazzini, and Satoru Kojima

Uphill-facing scarps develop in the central Swiss Alps, particularly along the Upper Rhone valley, the Urseren valley, the Upper Rhine valley, and Bedretto valley. It has been argued whether they have gravitational origin, tectonic origin, or differential uplift after the deglaciation. We made geological survey and topographic interpretation in the Bedretto valley, in which the Ticino River flows from the west-southwest to east-northeast. The Bedretto valley slopes have shoulders on both sides of the valley at elevations of 1500 to 1900 m, below which is a lower U-shaped valley. Uphill-facing scarps develop more on the southern side slopes of the Bedretto valley, where is underlain mainly by mica schist of the Bedretto zone, than on the northern side slopes, where is underlain mainly by gneiss and slate. In addition, they develop much more on slopes higher than the slope shoulders, and the uphill-facing scarps on the lower U-shaped valley are much smaller in scale. Tributary valleys on the south side of the Bedretto valley go down into this lower U-shaped valley from the southeast with intervening ridges, and we surveyed along the valleys of Ri di Cristallina, Ri di Valleggio, and Val Cavagnolo. We found that steeply-dipping schistosity in the ridges is toppled valleyward with brittle fractures along the hinge zones, which are approximately along or slightly higher than the tributary valley bottom. Rock mass as thick as 300 m thus toppled. Flexural toppling of mica schist developed uphill-facing scarps, which were mostly along high-angle faults, some of which were recognized to have brittle crush zones. The flexural toppling generated extension field in the upper ridges, where rock mass apparently settled down along normal faults. The reason why the northern side slopes of the Bedretto valley have much smaller uphill facing scarps may be due to the rocks are mainly gneiss and also due to the numbers of faults are possibly much less than in the southern slopes . The facts that uphill facing scarps are mainly developed above the lower U-shaped valleys may be related to the longer time intervals of the exposure of slopes higher than the slope breaks to the atmosphere during the glacial age.

How to cite: Chigira, M., Jaboyedoff, M., Pedrazzini, A., and Kojima, S.: Flexural toppling and the development of uphill-facing scarps along the Bedretto valley, Swiss Alps, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4016, https://doi.org/10.5194/egusphere-egu2020-4016, 2020.

EGU2020-8288 | Displays | NH3.1

Large slow rock-slope deformations affecting hydropower facilities

Margherita C. Spreafico, Federico Agliardi, Matteo Andreozzi, Alessandro Cossa, and Giovanni B. Crosta

Large-scale creeping landslides are widespread in alpine areas. Associated long-term, slow deformations threaten urban settlement, railways, main roads and hydropower facilities, on which our society is strictly dependent. Over the next decades, the continuous growing of the global population, the resulting increase in the urbanization (also closer to hazard-prone areas), and the climate change (e.g. melting of alpine glaciers) will increase these interactions and the related risk. Nevertheless, assessing the vulnerability of different types of elements at risk to this kind of hazard is not obvious, especially when hydropower structures (including dams, tunnels, penstocks, etc.) are involved. Large rockslides complexity often results in a variety of different evolutionary trends, making their forecasting and risk reduction a challenge. While catastrophic collapse can cause huge instantaneous damages, slow movements along long periods may lead to progressive damage of structures and infrastructures.
In the alpine and pre-alpine areas of Lombardia (Central Italian Alps), slow rock-slope deformations affect an area of 750 km2, threatening more than 10 km2 of urban areas and about 100 km of penstocks or tunnels related to hydropower facilities. Here we focus on the Mt. Palino slope (Valmalenco, Italian Central Alps), that is affected by a complex, apparently long-lived DSGSD (Deep seated Gravitational Slope Deformation) with a relief exceeding 1000 m. The slope hosts hydropower facilities and a tourist resort. In order to recognize dominant processes and their possible evolution (internal deformation, low-rate steady activity, progressive behaviour, seasonal effects) for better risk assessment and mitigation, we investigated the volume and depth of displaced rock mass and the possible localization of deformations along a basal shear zone. 
Geomechanical and geomorphological surveys, seismic tomography, deep borehole logs and monitoring data (borehole instrumentation, precise levelling, topographic and GB-InSAR) allowed recognizing different sectors with different evolutionary stage and activity degree. The DSGSD which affect the entire Mt. Palino was probably active before the last LGM (Last Glacial Maximum), while only the northern slope sector is now considered as active. We recognized multiple nested phenomena faster than the main mass, identified as large rockslides. They are suspended over the valley floor and may evolve into fast rock avalanches. One of them is located in correspondence with the hydropower penstock, causing differential deformation to the structure. Borehole evidence of localization along cataclastic shear zones was found, motivating a petrographic geomechanical characterization of both rock masses and shear zone samples. Integrated 3D analysis of different information permitted to reconstruct displacement patterns, long-term mechanisms and the controlling factors of possible future evolution. 

How to cite: Spreafico, M. C., Agliardi, F., Andreozzi, M., Cossa, A., and Crosta, G. B.: Large slow rock-slope deformations affecting hydropower facilities, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8288, https://doi.org/10.5194/egusphere-egu2020-8288, 2020.

EGU2020-5578 | Displays | NH3.1

The 1513 Monte Crenone Rock Avalanche. Numerical model and geomorphological analysis

Alessandro De Pedrini, Christian Ambrosi, and Cristian Scapozza

The Monte Crenone rock avalanche of 30 September 1513 is one of the most catastrophic natural events in Switzerland and throughout the Alps. The enormous mass of rock that broke away from the western slope of Pizzo Magn or Monte Crenone, estimated at 50-90 million cubic metres, caused the complete damming of the course of the Brenno river, leading to the formation of a basin that extended from Biasca to the Castello di Serravalle in Semione (De Antoni et al. 2016). On 20 May 1515 the basin formed behind the dam overflowed, giving rise to a wave of more than 10 meters high that led to devastation in the territories downstream to reach Lake Maggiore (Scapozza et al. 2015).

In this project, we analyze the dynamics of the 1513 rock avalanche, trying to reconstruct the event through a numerical model, calculated with the software RAMMS::Debrisflow (RApid Mass Movement Simulation) provided by the Federal Institute for the Study of Snow and Avalanches (SLF/WSL).

The realization of the numerical model was preceded by the reconstruction of the topography before the landslide. This first phase of work, included a geological survey of the landslide body, the analysis of digital data (orthophotos, digital topographic maps, shaded model derived from swissALTI3D) and the collection of previous historical data.

The observation of the stratigraphic data obtained from the 701.27, 701.30 and 701.31 boreholes (part of the geotechnical studies for the Chiasso-San Gottardo highway) of the GESPOS database (GEstione Sondaggi, POzzi e Sorgenti) of the Institute of Earth Sciences SUPSI was essential to understand the landslide body thickness and volume in the deposition zone.

From the first phase of data collection and interpretation, we then moved on to the actual reconstruction of the digital model of the terrain before the landslide. This operation was carried out using ESRI's ArcGIS software, which made it possible recreating multiple models of the pre-event topography and thus finding the most realistic solution applicable to the subsequent RAMMS model.

How to cite: De Pedrini, A., Ambrosi, C., and Scapozza, C.: The 1513 Monte Crenone Rock Avalanche. Numerical model and geomorphological analysis, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5578, https://doi.org/10.5194/egusphere-egu2020-5578, 2020.

"LONG AND SHORT TIME EVOLUTION OF DEEP SEATED GRAVITATIONAL SLOPE DEFORMATION: CONTRIBUTION TO KNOWLEDGE OF PHENOMENA FOR THE MANAGEMENT OF ALEA IN THE ALPINE MOUNTAINS"

 

C.Boivin a, J.P. Malet a, C. Bertrand b, F. Chabaux c, J. van der Woerd a, Y. Thiery d, F. Lacquement d

a  Institut de Physique du Globe de Strasbourg – IPGS/DA - UMR 7516 CNRS-Unistra

b  Laboratoire Chrono-Environnement – LCE / UMR 6249 CNRS – UFC

c  Laboratoire d’Hydrologie et de Géochimie de Strasbourg – BISE / UMR 7517 – Unistra

d  Bureau de Recherches Géologiques et Minières

 

          The Deep Seated Gravitational Slope Deformation (DSGSD) are defined like a set of rock mass characterized by a generally slow movement and which can affect all the slopes of a valley or a mountain range (Agliardi and al., 2001, 2009; Panek and Klimes., 2016). The DSGSD is identified in many mountains (ex: Alps, Alaska, Rocky Mountains, Andes…) and it can affect both isolated low relief and very high mountain ranges (Panek and Klimes., 2016). This deep instability are identified in many case like the origin zone for important landslide like the example of La Clapière landslide in the Alpes Maritimes (Bigot-Cormier et al., 2005). The DSGSD represent an important object we must understand to anticipate catastrophic landslides.

          Actually, many factors that could be at the origin or controlling the evolution of DSGSD have been identified such as for example the structural heritage, the climate or the tectonic activity (Agliardi 2000; 2009; 2013; Jomard 2006; Sanchez et al., 2009; Zorzi et al., 2013; Panek and Klimes., 2016; Ostermann and Sanders., 2017; Blondeau 2018). The long-term and short-term evolution of DSGSD is still poorly understood but represents an important point to characterize in order to predict future major landslides. A first inventory of DSGSD began to be carried out by certain studies such as Blondeau 2018 or Crosta et al 2013 in the Alps. These same studies have also started to prioritize the factors controlling the evolution of DSGSD.

          It is in order to better understand the short-term (<100 years) and long-term (> 100 years) evolution of the DSGSD of the French Alpine massifs and the link with the occurrence of landslides, that this thesis project is developed. The main objective of this project, will be proposed models of the evolution of DSGSD since the last glaciations. But also to propose key interpretations of the future evolution to locate the areas likely to initiate landslides. Two study areas in the French Alpine massifs were chosen because they represent areas of referencing and localization gaps in DSGSD: Beaufortain and Queyras. They have the advantage of having a low lithological diversity making it possible to simplify the identification of the factors influencing the evolution of DSGSD. A geomorphological analysis on satellite data and on the ground is carried out to locate the DSGSD. Several dating (14C, 10Be or 36Cl) will be carried out to reconstruct the history of these objects and understand the factors that controlled their evolution.

How to cite: Boivin, C.: Long and short time evolution of deep seated gravitational slope deformation: contribution to knowledge of phenomena for the management of alea in the Alpine mountains, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4890, https://doi.org/10.5194/egusphere-egu2020-4890, 2020.

According to their structural-geomorphological features, different types of landslides, with variable areal extension, largely affect the Abruzzo region (Central Italy) from the mountains to the coastal areas, contributing to the geomorphological evolution of the landscape.

In this work, we present the results of integrated investigations carried out in recent years in the Abruzzo piedmont and the coastal areas. In detail, we investigated the role of the morphostructural setting, seismic and meteorological factors in the development of piedmont landslides, and the geomorphological evolution, erosion and retreat processes widespread along clastic soft rock coasts of the region.

We investigated Ponzano landslide (Civitella del Tronto, Teramo), a large translational slide-complex landslide, affecting the Miocene–Pliocene pelitic-arenaceous bedrock, and the Castelnuovo landslide (Campli, Teramo) a complex (topple/fall-slide) landslide, which involved conglomerate rocks pertaining to terraced alluvial fan deposits of the Pleistocene superficial deposits. Both these landslides occurred in the NE Abruzzo hilly piedmont in February 2017, causing severe damage and evacuees. Regarding the coastal area, we analyzed rockfalls, topples and translational landslides which characterize the active cliffs of Torre Mucchia, Punta Lunga, Punta Ferruccio (Ortona, CH) and Punta Aderci (Vasto, CH), composed of clayey-sandy-arenaceous-conglomeratic marine sequence (Early-Middle Pleistocene) covered by continental deposits (Late Pleistocene-Holocene). These coastal areas are popular tourist destinations, included in natural reserve areas with high tourism, natural and cultural landscape value.

Through this multidisciplinary approach, the lithological, geomorphological and structural-jointing features were estimated. Focusing on their role on the stability, processes and dynamics affecting Abruzzo piedmont and coastal sectors, it was possible to analyze the triggering factors, the landslide mechanisms and types, as well as the most critical and/or failure areas.

The obtained results outline how field and remote investigations combined with FLAC3D numerical modeling provide an effective approach in the analysis of landslides, strongly improving the identification and prediction of landscape changes and supporting a new geomorphological hazards assessment.

How to cite: Calista, M., Menna, V., Miccadei, E., and Sciarra, N.: A multidisciplinary approach to investigate the geomorphological evolution induced by landslides in the piedmont and coastal sectors of Abruzzo region (Central Italy), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13851, https://doi.org/10.5194/egusphere-egu2020-13851, 2020.

EGU2020-22360 | Displays | NH3.1

Relations between DSGSDs, morphostratigraphy of landslide deposits, tectonic and climatic events in central-eastern Sardinia.

Valentino Demurtas, Giacono Deiana, and Paolo Emanuele Orrù

Some cases of deep-seated gravitational slope deformations (DSGSDs) and paleo-landslides in central-eastern Sardinia are presented. This study focuses on the Quaternary landslide deposits preserved on the flanks of the Rio Pardu and Rio Ulassai valleys. The area is characterized by a wide
plateau with a prominent Jurassic limestone scarp overlying Palaeozoic metamorphites. The Plio-Pleistocenic uplift, linked to the Tirrenian basin opening and the consequent basalt volcanism, generated high slopes. In the middle-lower Pleistocene, deepening of the valley has been accelerated by
river capture processes. This litho-structural setting is prone to the development of rock falls, toppling and deep-seated gravitational slope deformations. During the upper-middle Pleistocene the gravitational and fluvial dynamics were dominated by the eustatic phases. The aim of this study is to determine the morpho-stratigraphy and main characteristics of the Quaternary landslide deposits using geomorphic, sedimentological and morphotectonic analysis. The use of high resolution UAV (Unmanned aerial vehicle) photogrammetry and geological, structural, geomorphological surveys allowed a detailed morphometric analysis and the creation of interpretative 3d models. This analysis allowed to recognize new morphostructural elements linked to a compound landslide with lateral spreading and sackung characteristics which involves giant carbonate blocks and the underlying foliated metamorphites. This high-resolution data allowed the formulation of new hypotheses about evolution and kinematics of DSGSD and landslides. The results of field surveys, geomorphological and sedimentological analysis of actual and paleo-landslide deposits show morphostratigraphic framework encompasses three order of rockfalls and three order of DSGSD. Cemented, quiescent and active landslide deposits were tentatively attributed to the Pliocene, Pleistocene and Holocene tectonic and climatic events, and compared with the traditional Quaternary stratigraphy of eastern Sardinia.

How to cite: Demurtas, V., Deiana, G., and Orrù, P. E.: Relations between DSGSDs, morphostratigraphy of landslide deposits, tectonic and climatic events in central-eastern Sardinia., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22360, https://doi.org/10.5194/egusphere-egu2020-22360, 2020.

Abstract: The upper reaches of the Yellow River is located in the transition zone between the Tibetan Plateau and the Loess Plateau, of which a large area is covered by extensive loess deposits. The Tibetan Plateau uplift has resulted in a high geomorphic activity. One landslide inventory of this region is compiled, which includes about 100 giant ancient landslides. Furthermore, their positions, boundaries, area, volume and so on are managed in geographic information system (GIS). The determinations of those giant ancient ages are an important step towards understanding the causes, frequency, hazards, the earth surface uplift and landscape-lowering rate. Development of OSL techniques has provided another alternative means of dating landslide and colluvial sediment. There are many challenges and some problems of luminescence dating of landslide and colluvial deposits because of the insufficiently bleached sediments condition. There are also some controversial issues existing in present studies of landslide dating by using Cosmic Ray Exposure (CRE) method. The study use the landslide pond sediments and the dammed lake deposits to dating the giant ancient landslide using OSL techniques, the surface of landslide scarp and boulders to dating the giant ancient landslide using CRE. The two dating results based on different datable landslide elements were be cross-validated using the typical giant ancient landslides in the upper reaches of the Yellow River, China.

Keywords: Giant fossil landslide; cosmogenic nuclides chronology; luminescence dating, the upper reaches of the Yellow River

 

How to cite: Li, D. and Bai, S.: Exposure dating of the giant fossil landslide in the upper reaches of the Yellow River, China, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21622, https://doi.org/10.5194/egusphere-egu2020-21622, 2020.

EGU2020-7622 | Displays | NH3.1

Extended TOBIA model for the assessment of deep-seated landslides

Andrea Werner, Philip Süßer, and Frieder Enzmann

In order to assess landslide susceptibility, the selection of the controlling factors (i.e., the predictor variables) is crucial. The most important factors for deep-seated landslides are geological settings such as the bedding conditions of rock formations and the distance to faults. We developed a GIS-based semi-automatic method to extract information on the orientation of bedding planes. This method uses information captured by the interpretation of high-resolution digital terrain models (DTMs). In order to calculate dip and dip direction of the bedding planes we have developed the Morpho-Line concept, which uses geometrical information captured by a detailed interpretation of DTMs. To increase the number of data points, additional field measurements were added to the morpho-line data. We have implemented the "accumulated cost" tool, which is similar to thiessen polygons, to interpolate between the data points. This method takes valleys and faults as break lines into account when interpolating bedding orientation values. Dip and dip direction data has been used, in combination with the slope and aspect, to calculate an extended TOBIA model. TOBIA classifies slopes into anaclinal, cataclinal and orthoclinal classes. To obtain a more accurate picture of orthoclinal bedding conditions and their connection to landslides in these areas, we have subdivided the orthoclinal classes. The angle difference between topography and bedding dip has been calculated and divided into classes. According to that model, the highest abundance of landslides is found in slopes classified as cataclinal and orthoclinal. This means that landslides preferably occur where the geological layers are inclined with the slope (cataclinal) or the dip direction is perpendicular to the slope direction (orthoclinal).

How to cite: Werner, A., Süßer, P., and Enzmann, F.: Extended TOBIA model for the assessment of deep-seated landslides , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7622, https://doi.org/10.5194/egusphere-egu2020-7622, 2020.

EGU2020-8149 | Displays | NH3.1

Failure and dynamic process of Luhu landslide inferred from the geologic investigation, numerical modeling and seismic signals

Che-Ming Yang, Wei-An Chao, Jyh-Jong Liao, and Yii-Wen Pan

Luhu landslide occurred at April 13 2018 and locates in Luhu village, Miaoli county, Taiwan during intermittent rainfall. A sequence of rockfall events has been documented also by the local government in early April. Frequent rockfalls and gully erosion possibly resulted failure of a deep-seated landslide (DSL). The estimated maximum thickness, collapsed area and volume of the landslide are about 60 m, 65,000 m2 and 2 million m3, respectively. The purpose of this study is to clarify the failure mechanism and dynamic process of Luhu landslide, which is practically critical case to understanding the susceptibility of deep-seated landslide without direct triggered factors (thereafter uses the term ‘non-triggered DSL’), including earthquake and intense rainfall. Study site is a steep anaclinal slope consisting of thick sandstone, interbedded of sandstone and shale. Multi-temporal ortho-images and digital elevation (surface) models from 1980 to 2019 are collected for geological investigation and geomorphological interpretation. The study area contains three sub-regions: the north, the northwest and the west slopes. The slope failure occurred repeatedly inside the north and the northwest slopes in the early stage. Gully erosion in the west slope progressed to a landslide in early April first and expanded to cover the DSL failure in the northwest slope eventually, blocking the Luchang River and forming a natural dam. In order to further investigating landslide dynamics, seismic records generated by landslide are collected from the broadband seismic network. A series of time-frequency analysis shows that the spectral power distributed in a wide frequency range. Low-frequency seismic signals, which are generated by the unloading/reloading cycle of landslide mass, would be helpful for force history inversion. We propose that the relative high-frequency (HF) signals contains the information about the small block particles interacting with the topographic barriers. The automatic scheme of HF signal detection was adopted to find out the activity of collision/impact of rock block, which can be an indicator of increasing instability. Aforementioned results combined with numerical simulations provide not only the better understanding of failure mechanism of Luhu landslide but also crucial for the identification of non-triggered DSLs and their hazard assessment.

How to cite: Yang, C.-M., Chao, W.-A., Liao, J.-J., and Pan, Y.-W.: Failure and dynamic process of Luhu landslide inferred from the geologic investigation, numerical modeling and seismic signals, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8149, https://doi.org/10.5194/egusphere-egu2020-8149, 2020.

EGU2020-8264 | Displays | NH3.1

Semi-automated regional classification of slow rock slope deformations integrating kinematics, activity and spatial complexity

Chiara Crippa, Federico Agliardi, Paolo Frattini, Margherita C. Spreafico, Giovanni B. Crosta, and Elena Valbuzzi

Slow rock slope deformations are widespread in alpine environments. They affect giant volumes and evolve over thousands of years by progressive failure, resulting in long-term slow movements threatening infrastructures and potential evolution into massive collapses. In the alpine sector of Lombardia (Italian Central Alps), 208 mapped slow rock slope deformations affect a total area exceeding 580 km2 and interact with a variety of elements at risk including settlements, hydroelectric facilities and lifelines characterized by different vulnerability to both slow and progressive deformations. In this context, a systematic, reliable and cost-effective approach is required to classify slow rock slope deformations on the regional scale for landplanning, prioritization and analysis of interactions with elements at risk, depending on their style of activity, including not only mean deformation rate, but also their kinematics and spatial complexity. In this work, we implemented a toolbox that integrates different approaches to classify a large dataset of slow rock slope deformations in discrete groups, according to the deformation style and morpho-structural expression of individuals, mapped on regional scale and characterized through remote sensing techniques. The landslide dataset used in this study was obtained by a “semi-detail” geomorphological and morpho-structural mapping on aerial imagery and DEM, performed on regional scale yet including local-scale information (e.g. tectonic lineaments, morpho-structures, landforms, nested deep-seated landslides) and a full set of geological and morphometric attributes. To characterize landslide activity, we use Persistent-Scatterer Interferometry (PSI) data, including PS-InSARTM and SqueeSARTM acquired by different sensors (ERS, Radarsat, Sentinel 1A/B) over different time periods from 1992 to 2017. Since Line-of-Sight velocity of point like data can hamper a correct evaluation of both landslide kinematics and deformation rates, for each phenomenon we automatically selected the most complete PSI datasets. From these, through a 2DSAR decomposition procedure, we derived 2D velocity components and computed the magnitude and orientation of the 2D total displacement vector T.  We then applied a supervised machine learning procedure to automatically classify the kinematics of each landslide (i.e. translational, roto-translational, rotational) depending on the statistical distribution of the T vector orientation. As the evaluation of a representative landslide mean deformation rate is strongly affected by spatial heterogeneity and landslide mass segmentation, we implemented an original peak analysis of the velocity distribution in each landslide to calculate a modal velocity of the main body and automatically outline nested sectors with differential displacement rates. Finally, we classified landslides in types, representative of different styles of activity and potential interaction with elements at risk, by combining PSI analysis results with geological, morpho-structural and morphometric variables in a multivariate statistical analysis framework including sequential Principal Component and K-medoids Cluster Analysis. The entire analysis workflow runs in a semi-automated way through a set of GIS and MatlabTM tools. Our procedure can be applied to different large landslide datasets, providing a fast and cost-effective support to landslide classification, risk analysis, landplanning and prioritization of local-scale studies aimed at granting safety and infrastructure integrity.

How to cite: Crippa, C., Agliardi, F., Frattini, P., Spreafico, M. C., Crosta, G. B., and Valbuzzi, E.: Semi-automated regional classification of slow rock slope deformations integrating kinematics, activity and spatial complexity, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8264, https://doi.org/10.5194/egusphere-egu2020-8264, 2020.

The main objective of this study is to present the progress and state-of-the-approaches of PSInSAR with Sentinel-1 radar images to detect the creeping activity of the potential large landslides revealed by LiDAR in the mountainous area of the slate belt in central Taiwan. We choose Qingjing and Lushan area to process the Multi-Temporal InSAR (MTI) to capture the signals the creeping activity associated with the heavy rainfall events. First, we carry out the feasibility analysis to predict whether the MTI analysis is suitable for detecting the potential persistent scatterers (PS) and test the sensitivity with the effect of layover and shadowing resulted from mountainous topography in central Taiwan. In addition, we also take the effect of land cover on PS distributions into account. Second, we set a threshold of LOS (line of sight) velocity of creeping activity to assess the state of activity. Then we make a Vslope for projection of the LOS velocity along the down-slope direction for steep slope located in the potential landslide area. Furthermore, both the ascending and descending orbits are used to get two LOS velocities which allows us to resolve the E–W and vertical velocity components in order to compare with the tectonic motion due to the mountain building process in slate belt. Finally, the analysis in time series of PSInSAR is carried out for the evolution of creeping events in study area. In this study, we also want to improve the efficiency of remote sensing products for operational monitoring with integration of SAR/InSAR products with numerical and analytical geotechnical models for stability analysis of large potential landslide area detected by geomorphological features from LiDAR-derived DEM.

How to cite: Hu, J.-C. and Lu, C.-I.: Detecting recent creeping landslide activity in central Taiwan by multi-temporal InSAR technique, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6536, https://doi.org/10.5194/egusphere-egu2020-6536, 2020.

EGU2020-10046 | Displays | NH3.1

Deformation characteristics, activity and kinematics of deep-seated landslide in the Tienchih and Yakou areas (S Taiwan)

Rou-Fei Chen, Federico Agliardi, Chiara Crippa, De-Cheng Yi, and Ching-Weei Lin

Deep-seated gravitational slope deformations (DSGSD) gains new attention in Taiwan due to their catastrophic impacts on lives and infrastructures during Typhoon Morakot in 2009. As the main Taiwan island is located on a complex convergent plate boundary, conventional observations and analyses suggest that the island’s strong tectonic activity has, along with its subtropical climate and intense human activity in mountain areas, contributed to the formation of deep-seated landslides. It is especially so for high-altitude areas featuring Miocene to Eocene meta-sandstone and slate successions, where reactivations of landslide terrains are observed from field observation and some GPS sites after specific events. Among them, Tienchih, located in Lalong River of Kaohsiung, and Yakou, few km east in Taitung County were assessed as highly landslide-prone area after the heavy precipitation of Typhoon Morakot (over 2700 mm of rainfall within only 5 days). In this areas, several deep-seated landslides were identified according to geomorphological features seen in the 1-m resolution LiDAR DEM and InSAR preliminary results. In Tienchih area, a catastrophic 240-mm displacement sized 6.7 ha was recorded by a continuous GPS site, TENC, in 2016 after a heavy rainfall occurred on June 2. The correlation in the temporal variation of continuous GPS displacement time series and rainfall suggests that the movement is possibly related to gravitational load overlying water-saturated sediments. In addition, the average annual displacement rate of this downslope movement was measured at 20-40 mm/yr using the recently developed temporarily coherence points InSAR (TCPInSAR) technique based on ALOS/PALSAR imagery collected between 2007 and 2011. Apart therefrom, the high-angle thrust with highly fractured metamorphosed sandstone on the hanging wall; and the river incision and lateral river bank erosion are considered as the triggering factor of this catastrophic landslide. Similar triggering factors are responsible for Yakou landslide, where the 2018 landslide event exposed an outstanding cross section of the predisposing geological setting characterized by a tightly folded sequence of metamorphosed sandstone and slates. Spectacular gravitational deformation structures (i.e. kink folds and shear zones) are also found along this slope testifying a long-term displacement history and shedding light on possible kinematic mechanisms controlling its evolution. Through field data, remote sensing techniques and optical methods (i.e. digital image correlation, 3D LiDAR point cloud comparison), we compared the two landslide sites unravelling different deformation styles and identifying nested sectors possibly evolving to collapse. Our primary results demonstrate that valley erosion and deep-seated gravitational creep are significant to the deformation of slate, indicating a block movement with shear concentration at the basal sliding surface with a mainly rotational-translational movement in Tienchih and a translational failure mechanism in Yakou.

How to cite: Chen, R.-F., Agliardi, F., Crippa, C., Yi, D.-C., and Lin, C.-W.: Deformation characteristics, activity and kinematics of deep-seated landslide in the Tienchih and Yakou areas (S Taiwan), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10046, https://doi.org/10.5194/egusphere-egu2020-10046, 2020.

EGU2020-18278 | Displays | NH3.1

Sample Position Affect Landslide Susceptibility Models in Hotspot Area of Nam Ma Basin, Lai Chau, Viet Nam

Van Trung Chu, Shou-Hao Chiang, and Tang-Huang Lin

The arm of this study to analyze the effect of landslide sample position with point-based approaches for landslide susceptibility modeling which were conducted in the hotspot of the land sliding area located downstream of Nam Ma watershed (Sin Ho, Lai Chau, Viet Nam). Seven hundred fifty-nine landslide polygons that occurred in 2018 were mapped by using google earth integrated with field survey and 84 landslide points extracted from the inventory map conducted in 2013. The state-of-the-art sampling techniques and sample partition approach were applied to produce three subsets of training and testing point-based. Such as the highest position point within landslide polygon (SUB1), the centroid of landslide polygon (SUB2) and the point at the highest position within the seed cell area of the landslide polygon (SUB3). Along with that, the optimal strategy in selecting non-landslide samples was also applied and was first explicitly introduced in this study. Besides, multiple landslide conditioning factors were considered including topographic, geomorphological and hydrological groups. Especially beside of commonly used factors such as slope, elevation, curvature, land use land cover, aspect, etc. the unusual variables also considered such as high above the nearest drainage (HAND - the state-of-the-art terrain) or time series disturbance of land surface index was the first use in this study for landslide analysis and other cutting-edge data processing were proposed in this research arming to optimize the most vital part of whole procedure. The next stage of the analysis is landslide susceptibility modeling. In order to have a more objective judgment about the main issue mentioned above, instead of using only one model, we applied three different models namely Random forest (RF), Logistic regression (LR) and Decision tree (DT) to perform three kinds of scenarios by difference subsets of landslides with five folds of training phase. Subsequently, to compare the abilities of those cases, the model performance was assessed by using the area under the receiver operating characteristic curve both in model success rate (AUCSR) and model predictive rate (AUCPR). Finally, based on the results of this study, all three models performed consistent with three scenarios means the SUB2 and SUB3 are quite similar and much higher than the contribution of SUB1. And the model ability analysis indicated that RF can obtain higher accuracy following by LR and the lowest is DT.

Keywords: Sample position, Landslide Susceptibility, Logistic regression, Random forest, Decision tree, Viet Nam.

How to cite: Chu, V. T., Chiang, S.-H., and Lin, T.-H.: Sample Position Affect Landslide Susceptibility Models in Hotspot Area of Nam Ma Basin, Lai Chau, Viet Nam, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18278, https://doi.org/10.5194/egusphere-egu2020-18278, 2020.

The forest development has consistently increased that Korea is composed of almost 64% mountain area. The large-scale facilities, like a wind power system foundation, are planned along the top of mountain. As installation of the large-scale facilities, there is a potential risk in the mountain area like landslide, debris flow and so on. Therefore, we has performed some assessments to slopes and streams at mountain areas and roads of a wind power system foundation, which is being a large-scale change topography (1. Risk assessment using GIS analysis and design data, 2. Basic investigation research and detailed investigation research based on a standard from authorities, 3. Vulnerability analysis using a numerical analysis and a quantitative criteria). As a result, we are able to investigate a primary cause for a mountain disaster risk, and establish a planning of disaster mitigation facilities, which are consistent with a local and a geographical characteristic, for the mountain area involved potential risk.

How to cite: Kim, M.-I., Kwak, J., and Kim, N.: Establishment a planning of disaster mitigation facilities by the impact of large-scale artificial structures on mountain slope, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12166, https://doi.org/10.5194/egusphere-egu2020-12166, 2020.

EGU2020-12213 | Displays | NH3.1

Determination method of the geotechnical parameters for assessing the collapse risk of mountain slope

Namgyun Kim, Jaehwan Kwak, and Man-Il Kim

In Korea, occurrence frequency of mountain disasters like landslide, debris flow, rock fall are increasing due to the extreme weather such as localized heavy rainfall and typhoon during the summer season. The Korea government is investigating and discovering vulnerable areas of mountain disaster to mitigate the damage of people’s lives and property. In this study, we selected the mountain slope with high probability of collapse among the vulnerable areas of mountain disaster and suggested reinforcement method through risk assessment. The slope safety factor was calculated using the limit equilibrium analysis for risk assessment of mountain collapse. The risk of collapse was determined by comparing the calculated slope safety factor with Korea government (Ministry of Land, Infrastructure, and Transport) restrict slope safety factor. The Slope safety factor suggested by the government (Ministry of Land, Infrastructure and Transport) is divided into three conditions: dry season, rainy season, and earthquake. Geotechnical parameters for limit equilibrium analysis were obtained by soil test. However, the results of the soil test could be different depending on soil sampling location or the weather condition. Therefore, geotechnical parameters were determined by comprehensive analysis such as comparing literature data, reviewing existing design data, and applying empirical formula of N value by standard penetration test. As a result of risk assessment, it was analyzed that there was a risk of mountain collapse in all conditions except dry season, and it was determined that slope stabilization is necessary.

How to cite: Kim, N., Kwak, J., and Kim, M.-I.: Determination method of the geotechnical parameters for assessing the collapse risk of mountain slope, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12213, https://doi.org/10.5194/egusphere-egu2020-12213, 2020.

EGU2020-12977 | Displays | NH3.1

From experimental granular collapses to a three-dimensional numerical solver for landslides

Emmanuel Wyser, Yury Podladchikov, Marc-Henri Derron, and Michel Jayboyedoff

A granular collapse can be regarded as an idealized case of slumping, e.g., landslides. It consists in a sudden release, by the mean of an apparatus, of a dry granular mass initially contained which elasto-plastically collapses under its self weight and flows upon it reaches a new equilibrium.

We investigated such process by, i) performing numerical simulations and observing experimental evidences thanks to a newly designed apparatus that minimizes initial influences of the retaining walls over the collapse dynamic and, ii) developing an analytical formulation for the run-out distance of the granular mass in agreement with both experimental evidences and numerical solutions obtained by a home-made Material Point Method (MPM) implementation in Matlab based on the Generalized Interpolation Material Point (GIMP) variant. Finally, we further iii) showcase the suitability of the MPM solver to study strain localization problems and associated deformations considering homogeneous or inhomogeneous material properties for dry slumping processes.

We report an excellent agreement of the analytical solution with the experimental data. However, numerical solutions are in a similar range of validity but tend to overestimate the runout distance of the collapse. Nevertheless, large deformations induced by the elasto-plastic collapse are well captured by the solver. In addition, we report similar runout distances regardless for elasto-plastic constitutive relation. We finally demonstrate the importance of heterogeneities over the strain localization and the role of initial geometry in the non-linear behavior of the slumps. Moreover, this also establishes MPM as a relevant numerical framework to address fundamental issues for the geomechanics of slumping.

How to cite: Wyser, E., Podladchikov, Y., Derron, M.-H., and Jayboyedoff, M.: From experimental granular collapses to a three-dimensional numerical solver for landslides , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12977, https://doi.org/10.5194/egusphere-egu2020-12977, 2020.

EGU2020-5423 | Displays | NH3.1

The impact of atmospheric pressure change and rainfall for triggering landslides during weather events

Lucas Pelascini, Philippe Steer, Laurent Longuevergne, and Dimitri Lague

Landslides are a complex phenomenon which triggering depends on both intrinsic properties of soils and rocks and external influences such as the action of weather conditions, or earthquakes. Around 6,000 landslides failed the 6th of September 2018 during the Mw 6.6 Hokkaido Eastern Iburi earthquake (Japan), one day after the typhoon Jebi hit the region. If the ground acceleration induced by the seismic waves likely played a major role in the triggering of these landslides, it is unclear how it compares to the respective role of rainfall and atmospheric pressure drop induced by the typhoon. The aim of this work is therefore to investigate the influence of weather conditions on landslide triggering, and more specifically to characterize the relative contributions of rainfall and atmospheric pressure changes on slope stability.

For this purpose, a simple model is developed to describe the two mechanisms and to compare their respective impact on slope stability. The model considers a homogeneous isotropic tilted infinite half-space in one dimension. Slope stability is estimated using a safety factor and a Mohr-Coulomb criterion. In the static case, groundwater is accounted for by adding an unconfined aquifer into the model. Analytical models based on diffusion equations have been used to describe the impact of rainfall and atmospheric pressure changes on slope stability (Iverson, 2000; Schulz, 2009). Extracting a response function from these models allows us to compute the stability change due to any rainfall or pressure time series. The model parameters are taken for a typical slope in Taiwan tilted with a 25° angle and with characteristics of a fully saturated loamy soil at 4 m depth and put under conditions similar to the Morakot typhoon, with more than 240 mm of rain on a 24 h period and an associate atmospheric pressure drop of 4 kPa.

Atmospheric pressure change and rainfall impacts the media in a very different way despite being associated to the same physical phenomenon, pressure diffusion. The atmospheric effect is instantaneous and directly affects the effective stress with a maximum of 4 kPa. This effect decreases over time while the pore pressure is adjusted to the atmosphere. The rainfall effect is delayed in time but has a greater impact on the effective stress, reaching 11.7 kPa almost 2 days after the end of the rainfall event. While atmospheric pressure does not change significantly the safety factor, it can exacerbate the effect of rainfall and advance the failure in time because of the respective temporal lag between the 2 processes.  Therefore, this study may lead to a better understanding of the effect of weather events such as typhoons on landslide triggering and slope stability. Our results call for revisiting in a more systematic approach the role of atmospheric pressure change on landslide triggering during extreme weather events. Because a 1D model may hide some effects associated to hillslope geometry, we then consider 2D numerical models which allow us to offer some first insights on slope stability during weather events, accounting for topography.

How to cite: Pelascini, L., Steer, P., Longuevergne, L., and Lague, D.: The impact of atmospheric pressure change and rainfall for triggering landslides during weather events, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5423, https://doi.org/10.5194/egusphere-egu2020-5423, 2020.

EGU2020-21441 | Displays | NH3.1

An application of the MIBSA model to the Little Chief Landslide

Giuseppe Dattola, Giovanni Battista Crosta, and Thomas Stewart

The prediction of a landslide behavior is fundamental for the design of early warning system (EWS) as well for the hazard and risk assessment. The evaluation of expected landslide volume (or extent), displacement, velocity and acceleration is mandatory. Very often empirical formulas are used for landslide volume determination whereas semi-empirical methods like the inverse velocity approach are used for time to failure definition.

Various approaches have been proposed in the literature to reproduce the landslide behavior in terms of displacement for landslides which are already in an active state or for which displacement data are available for calibration. Some approaches introduce the material viscosity to reproduce the slow motion of the landslide when the driving factor is the fluctuation of the ground water table. Another strategy consists in using numerical methods in which the material strength reduction is introduced. In other cases more sophisticated constitutive models are employed to reproduce the material behavior.

In this work, we propose an extension of a simple one dimensional mathematical model which reproduces the post failure behavior considering the landslide as an assembly of blocks interacting between each other and moving along the bedrock. In particular, the model takes into account the shear band mechanical behavior by means of a viscous-plastic model based on the Perzyna’s approach with strain-hardening. The interactions between blocks are modelled by formulating an interaction law which takes into consideration also the tangential effects due to friction along the lateral block boundaries. The forcing factors can be the piezometric level oscillation, the seismic shaking and the oscillation of external water reservoir level.

To validate the mathematical model the numerical results are compared with the Little Chief Landslide located in the North Western Canada along the upper Columbia River valley. The landslide involves a mass of about 800 million of m3 with the stable bedrock depth ranging between 100 and 300 meters. This is an extremely slow landslide which has been investigated since 1960’s and for which displacements, piezometric levels and their evaluation in time are available for long time out-wards allowing to test the model. The landslide shows a periodic trend for displacements with cyclic accelerations and stable creeping. This allows for the calibration of the model parameters.

How to cite: Dattola, G., Crosta, G. B., and Stewart, T.: An application of the MIBSA model to the Little Chief Landslide, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21441, https://doi.org/10.5194/egusphere-egu2020-21441, 2020.

EGU2020-21814 | Displays | NH3.1

Generation and propagation of dust cloud during high energy rock-avalanches

Fabio Vittorio De Blasio
F.V. De Blasio, G. Dattola and G.B. CrostaDept. of Earth and Environmental Sciences, University of Milano-Bicocca, Milan, Italy

Rock avalanches are initially intact rock masses that collapse catastrophically and that during sliding are subjected to a severe fragmentation processes reducing progressively the clasts diameter. The potential energy is so dissipated by friction and fragmentation, in addition to other energy sinks. During the motion of a rock avalanche, particles of tens of micrometers size are generated from crushing, grinding, or chipped off the rock and released to the air generating a suspension hereafter called dust cloud.  

The dust cloud moves away from the rock avalanche sliding path, partly thrust by the energy of impact of the avalanche against obstacles, and partly inheriting the speed of the rocky mass. Moreover, having density slightly higher than air, the cloud is responding to downward thrust exerted by the gravity field. Thus, the cloud velocities may be variable depending on the geometry of collapse and on the initial rock avalanche speed. At high cloud speed, hazards include severe abrasion  and air blast. Also after the high velocity phase the cloud may be hazardous, reducing visibility for hours until dust particles are completely settled. If this process takes place for example in proximity of facilities and transportation lines, problems may arise to traffic flow.

For this reason the prediction of the cloud formation and further motion is an important, albeit poorly developed subject. We are developing a simple physical model which describes cloud formation and motion. Firstly, the cloud is assumed to form by high-energy chipping of the rocks. To calculate the cloud movement, the shape is split up in a set of deformable sub element. By initially imposing the strongly limiting condition of incompressibility, namely, that cloud density does not change, the equations of motion for a deformable cloud can be written. The equations are then solved numerically. Several situations are considered, including (i) a change in the slope inclination, (ii) the presence of an obstacle, (iii) initial high cloud speed inherited by the travelling rock avalanche, in comparison with zero initial speed. So far, the model is capable to reproduce the cloud motion and the increase in the pressure when it strikes an obstacle.

Case studies considered in conjunction with this theoretical work include the recent events of the Pousset and Gallivaggio rock avalanches both in Northern Italy, where rock dust could be recovered from different locations along the cloud path, promptly after the event.

How to cite: De Blasio, F. V.: Generation and propagation of dust cloud during high energy rock-avalanches, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21814, https://doi.org/10.5194/egusphere-egu2020-21814, 2020.

In unsaturated soils, the soil water retention curve (SWRC) is most important in the fundamental hydraulic properties. In order to measure SWRCs through an alternative method in Korea, high air entry disks were replaced by micro membranes. Micro membranes are thin in which the air entry value is around 100kPa. Tests with the membrane are fast to reduce the duration of infiltration through the high air entry disk.

The water retention curves using the membrane were compared with the data using high air entry disks from the volumetric pressure plate extractor and Tempe pressure cell for samples of various sites. As a result, the SWRCs using the membrane were very similar for most cases and the micro membrane was verified as a useful tool to measure SWRCs.

The unsaturated hydraulic behavior could be measured easily using the membrane than ceramic disks and the huge amount of data could have been obtained in Korea. Using DB of SWRCs, the hydraulic properties were interpreted based on the parameters of the van Genuchten SWRC model. The void ratio and density are correlated to SWRCs under the same classification soil.

Acknowledgements This research is supported by grant from Korean NRF (2019R1A2C1003604) and MOE (79608), which are greatly appreciated.

How to cite: Oh, S., Kim, S., and Son, K. I.: Experiments and interpretations on unsaturated hydraulic properties using water retention tests based on the membrane in Korea, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3817, https://doi.org/10.5194/egusphere-egu2020-3817, 2020.

NH3.2 – Rockfalls, rockslides and rock avalanches

EGU2020-6793 | Displays | NH3.2

Deciphering Rainfall and Freeze thaw cycles as long-term preparatory factors for alpine rockfalls

Greta Bajni, Corrado Camera, and Tiziana Apuani

Due to climate change and the strong relationships between landslides and atmospheric variables, the concept of a stationary landslide susceptibility appears limited. However, relating landslides with climatic predisposing and triggering factors is challenging, due to the lack of multitemporal event datasets. Rockfalls are even more challenging in this context, as their reaction to meteorological events is connected to widely variable characteristics (e.g. rock type, in situ stress, fracture network).

By exploiting and homogenizing a multitemporal rockfall inventory and meteorological datasets of the Aosta Valley Region (Western Italian Alps), the general goal of our study was to develop a procedure to decipher the effects of both the short- and long-term action of rainfall and freeze-thaw cycles on rockfalls occurrence, recognized as main forcing climatic variables in the classic literature. Our specific objective was to define synthetic and effective meteorological variables that can act as predictors in statistical landslide susceptibility models.

We analysed 168 rockfall events and meteorological data from 17 stations from 1990 to 2018 (reference period) distributed on an area 670 km2. The analysis was performed considering:

  • Short term (hourly) precipitation expressed both by the intensity-duration characteristics of the single rockfall associated rainfall(1) and by the maximum cumulated rainfall in time intervals from 0.5 to 24 hours before the event(2);
  • Long term precipitation (multiple episodes) expressed both by cumulated rainfall in time interval of 1 day to 60 days (3) and by the number of rainfall episodes occurred in 1- to 12-month time intervals before the event(4);
  • Number of Freeze-thaw cycles in the year before the event, identified as temperature variation crossing the 0°C value(5).  

By comparing the statistical distribution, for the whole reference period, of the above mentioned climatic variables and the meteorological conditions before each rockfall event, we recognized four types of not ordinary climatic conditions. All conditions resulted to be associated to long term conditions of any time interval, while hourly intervals did not result significant. Type-a is associated to cumulated rainfall overcoming the 90th percentile of the historical time series(69 out of 168); Type-b to a number of rainfall episodes higher than the 75th percentile value(70 rockfalls out of 168); Type–c to a number to a number of freeze-thaw cycles higher than the 75th percentile value(66 out of 168); Type-d to a combination of these factors (47 out of 168). Only 5 rockfalls occurred during ordinary meteorological conditions, whereas the remaining 37 rockfalls could not being analysed due to the absence of complete meteorological data.

Based on these results, we defined a long term Intensity-duration and two episode-duration thresholds, each expressed by a power law equation. The number of times, in the reference period, of exceedance of the selected thresholds represent the synthetic variables to be spatialized by means of geostatistical techniques and tested within a statistical landslide susceptibility model.

How to cite: Bajni, G., Camera, C., and Apuani, T.: Deciphering Rainfall and Freeze thaw cycles as long-term preparatory factors for alpine rockfalls, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6793, https://doi.org/10.5194/egusphere-egu2020-6793, 2020.

EGU2020-11955 | Displays | NH3.2

Paraglacial responses in deglaciating cirque walls: Implications for rockfall magnitudes/frequencies and rockwall retreat

Ingo Hartmeyer, Robert Delleske, Markus Keuschnig, Michael Krautblatter, Andreas Lang, Lothar Schrott, and Jan-Christoph Otto

Over the past 150 years almost half of the glacier volume disappeared in the European Alps. Besides glacier retreat, ice surface lowering reflects much of the volume loss and uncovers the adjacent rockwalls. In steep glacial cirques, this process exposes rock to atmospheric conditions for the very first time in many millennia. Instability of rockwalls has long been identified as one of the direct consequences of deglaciation, but so far cirque-wide quantification of rockfall at high-resolution is missing and the proportional contributions of low-, mid- and high magnitude rockfalls have remained poorly constrained. 
We use terrestrial LiDAR to establish a rockfall inventory for the permafrost-affected rockwalls of two rapidly deglaciating cirques in the Central Alps of Austria (Kitzsteinhorn). During six-year monitoring (2011-2017) 78 rockwall scans were acquired. Overall, we registered 632 rockfalls ranging from 0.003 to 879.4 m³, which concentrate along pre-existing structural weaknesses. 60 % of the rockfall volume detached from less than ten vertical meters above the glacier surface, indicating enhanced rockfall over tens of years following deglaciation. 
Antecedent rockfall preparation is assumed to start when the rockwall is still ice-covered: Inside the Randkluft (gap between cirque wall and glacier) sustained freezing and sufficient water supply likely cause enhanced weathering and high plucking stresses. Following deglaciation, pronounced thermomechanical strain is induced and an active layer penetrates into perennially frozen bedrock, likely contributing to the observed paraglacial rockfall increase close to the glacier surface. 
Observed mean cirque wall retreat of 1.9 mm a-1 ranks in the top range of reported values and is mainly driven by enhanced rockfall from the lowermost, freshly deglaciated sections of the investigated rockwalls. Rockfall magnitude-frequency distribution, which has never been quantified before for deglaciating cirques, follows a distinct negative power law distribution over four orders of magnitude. Magnitude-frequency distributions in glacier-proximal and glacier-distal rockwall sections differ significantly due to an increased occurrence of large rockfalls in recently deglaciated areas. The present study thus demonstrates how recent climate warming shapes glacial landforms, controls spatiotemporal rockfall variation in glacial environments and indicates an exhaustion law over decades for rockfall activity immediately following deglaciation crucial for future hazard assessments.

How to cite: Hartmeyer, I., Delleske, R., Keuschnig, M., Krautblatter, M., Lang, A., Schrott, L., and Otto, J.-C.: Paraglacial responses in deglaciating cirque walls: Implications for rockfall magnitudes/frequencies and rockwall retreat, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11955, https://doi.org/10.5194/egusphere-egu2020-11955, 2020.

EGU2020-7303 | Displays | NH3.2

Influences of Joint Persistence and Groundwater on Wedge Failure Potential of Jointed Rock Slope

Yu-Hsuan Chang, Cheng-Han Lin, and Ming-Lang Lin

Joint persistence and groundwater are critical factors that influence the stability of rock slope. Persistence dominates the extent of pre-existing potential failure surfaces. Under certain conditions, slope instability may vary with time, as the propagation of existing joints leads to the development of fully persistence failure surfaces. At the same time, groundwater may travel through the fracture network and provides an external force to unstable rock masses, resulting in the damage of rock slope failure hard to predict. In general, when a rock slope consists of two or more sets of joints, the wedge failure often becomes the initial structurally controlled failure of a progressive large landslide. A classic case, which was occurred at a steep cut rock slope on 32.5k, Provincial Highway 7, Taiwan, had been completely recorded with UAV-surveys, field investigations and witness. The landslide first occurred on 13th May 2019 as a wedge failure with the magnitude of the volume of 892 m3 and resulted in a large landslide on 29th July 2019 with the magnitude of the volume of 37234 m3, destroyed the protection measures and roads. According to the field investigation, groundwater was discovered flowing out from the line of intersection of persistence joints, which could be the main reason leads to the wedge failure and the progressive large rockslide. Hence, the couple mechanics-hydraulic behavior in a rock slope should be studied in more detail to mitigate such hazards.

In this study, sandbox model was applied to clarify the effects of the groundwater and joint friction on failures of single rock wedge. In addition, the software 3DEC, which is based on Distinct Element method, was carried out to extent the analysis conditions. The results of sandbox simulations were used to calibrate the performance of the numerical model, especially the coupled hydro-mechanical analysis. The stability of jointed rock slopes under different persistence and various water pressure conditions has been studied. It is believed that the study can enhance the way for stability analysis and monitoring of the potential failure of jointed rock slopes.

Keywords: Wedge failure; Joint persistence; Groundwater; Rock slope stability.

 

How to cite: Chang, Y.-H., Lin, C.-H., and Lin, M.-L.: Influences of Joint Persistence and Groundwater on Wedge Failure Potential of Jointed Rock Slope, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7303, https://doi.org/10.5194/egusphere-egu2020-7303, 2020.

EGU2020-19352 | Displays | NH3.2

Rockfall fragmentation simulations of real scale tests

Gerard Matas, Nieves Lantada, Jordi Corominas, Josep Antoni Gili, Roger Ruiz-Carulla, and Albert Prades

Consideration of fragmentation during rockfalls is relevant for the assessment of hazard since it affects the number of generated blocks, their trajectories and impact energies, which also depends on the topography. Recently many scholars have paid attention to these phenomena since there are still many uncertainties around fragmentation regarding how mass and energy are distributed after fragmentation and how trajectory dispersion affects risk analysis. We developed a specific fragmentation model (Rockfall Fractal Fragmentation Model), as well as a 3D trajectory simulator called RockGIS with the fragmentation module implemented. In this contribution, we present the calibration of our rockfall trajectory simulator, based on real scale fragmentation tests performed on a quarry.

The RockGIS model considers a lumped mass approach and accounts block fragmentation upon impact with the terrain. Some improvements have been made on the simulator code regarding the consideration of rotation inside the kinematics of the model and restitution factors. The block size distributions obtained from natural rockfall events inventoried, as well as from the real scale fragmentation tests in a quarry, shows a fractal behaviour. On this way, the fractal fragmentation model implemented in the RockGIS simulator is able to reproduce the observed block size distributions.

To calibrate the model we used data gathered from a real scale rockfall test performed in a quarry. We calibrate the relations between the impact energy conditions and the fragmentation model parameters to generate the measured fragments size distribution. The initial volume of the tested blocks were measured manually using a tape and the release positions of the blocks were obtained with terrestrial photogrammetry. Both, the volume and spatial distribution of the fragments after each release were measured on the orthophotos obtained from UAV flights. Three calibration criteria were considered: runout distribution, volume distribution and cumulative volume as a function of the runout. Finally, the degree of fragmentation can be adjusted in the simulations allowing the comparison between different possible hazard scenarios (null, moderate, or severe fragmentation).

Finally, the results of the calibration shows that the RockGIS is able to reproduce the fragmentation behaviour in terms of block size distribution after breakage, as well as the spatial propagation, being a new tool with capabilities to assess the hazard related with fragmental rockfalls and the consequently risk associated.

The RockGIS tool and the fragmentation model based on the data collected from recent rockfall events have been developed within the RockRisk (2014-2016, BIA2013-42582-P) and RockModels (2016-2019, BIA2016-75668-P, AEI/FEDER, UE) projects. Both projects were funded by the Spanish Ministerio de Economía y Competitividad.

How to cite: Matas, G., Lantada, N., Corominas, J., Gili, J. A., Ruiz-Carulla, R., and Prades, A.: Rockfall fragmentation simulations of real scale tests, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19352, https://doi.org/10.5194/egusphere-egu2020-19352, 2020.

EGU2020-13810 | Displays | NH3.2

Lake pushed out by 200 m³ rock avalanche (Zugspitze / Lake Eibsee, D) - New geophysical and sedimentological insights into interactive processes

Sibylle Knapp, Philipp Mamot, Bernhard Lempe, and Michael Krautblatter

Rock avalanches destroy and reshape landscapes within only few minutes and are among the most hazardous processes on earth. Water in the travel path may accelerate the rock avalanche, with longer runouts as a result. So far no study has aimed at proving the existence of a paleolake pushed out by a rock avalanche and further analysing the interaction of the moving mass with the former lake. Especially for ancient long-runout mass movements this could be the key to explain exceptional runout lengths.

In this study at the Zugspitze / Eibsee rock avalanche we prove the existence of, and the impact onto a paleolake inside the rock-avalanche trajectories. We assume that there has been a paleo-Lake Eibsee which was displaced by the ~200 mio. m³ rock avalanche. Our approach shows a complementary application of geomorphological mapping (over ~5 km²) and Electrical Resistivity Tomography (ERT) measurements (8 profiles with in total ~9.5 km length), combined with sedimentological analysis in outcrops and drillings. The geoelectrical profiles give us up to ~120 m deep insights into the structure, thickness and distribution of the rock-avalanche deposits, the interactive processes with the lake water and sediments, and the paleotopography. Sediments exposed in outcrops show water-escape structures at the front of the rock avalanche. The data further allow for ERT-calibration at 7 different sites, where it is possible to distinguish materials (rock avalanche, bedrock, lake clay, mixed sediments) and interactive processes of the rock avalanche with the lake and substrate (bulldozing, bulging, overriding of secondary lobes). Here we show how complementary geophysical, geomorphological and sedimentological applications on terrestrial deposits provide detailed insights into multiple effects of impacting of a rock avalanche onto a lake.

How to cite: Knapp, S., Mamot, P., Lempe, B., and Krautblatter, M.: Lake pushed out by 200 m³ rock avalanche (Zugspitze / Lake Eibsee, D) - New geophysical and sedimentological insights into interactive processes, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13810, https://doi.org/10.5194/egusphere-egu2020-13810, 2020.

EGU2020-9675 | Displays | NH3.2 | Highlight

Undrained loading in basal shear zones modulates the slow-to-fast transition of giant creeping rockslides

Federico Agliardi, Marco M. Scuderi, Nicoletta Fusi, and Cristiano Collettini

Giant rockslides creep for centuries and then can fail catastrophically posing major threats to society. There is growing evidence that creeping landslides are widespread worldwide and extremely sensitive to hydrological forcing, especially in climate change scenarios. Rockslide creep is the results of progressive rock failure processes, leading to rock damage accumulation, permeability enhancement and strain localization within basal shear zones similar to tectonic faults. As shear zone accumulate strain, they become thicker and less permeable, favoring the development of perched aquifers. Since then, the creep behavior of mature rockslides becomes dominated by hydro-mechanical interaction with external triggers, e.g. rainfall and snowmelt. However, the mechanisms regulating the slow-to-fast transition toward their catastrophic collapse remain elusive, and statistical and simplified mathematical models used for collapse prediction are usually unable to account for the full spectrum of observed slip behaviors.

Here we couple laboratory experiments on natural rockslide shear zone material, sampled from high quality drillcores, and in situ observations (groundwater level and surface displacement) to investigate the mechanism of rockslide response to short-term pore pressure variations within basal shear zones at the Spriana rockslide (Italy). Using a biaxial apparatus within a pressure vessel, we characterized the strength and permeability of the phyllosilicate-rich shear zone material at in situ stress, as well as the rate and state frictional properties for shear rates typical of the slow-to-fast transition of real rockslides. Then we carried out non-conventional pore pressure-step creep experiments, in which shear stress is maintained at subcritical levels and pore pressure is increased stepwise while monitoring shear zone slip and dilatancy until runaway failure.

Our results, that are quantitatively consistent with in situ monitoring observations, provide a scale-independent demonstration that short-term pore pressure variations originate a full spectrum of creep styles, modulated by slip-induced undrained conditions. Shear zones respond to fluid pressure increments by impulsive acceleration and dilatancy, causing spontaneous deceleration followed by sustained steady-rate creep. Increasing fluid pressure results in high creep rates and eventual collapse. Laboratory experiments quantitatively capture the in situ behavior of giant rockslides, providing physically-based basis to improve forecasting models for giant mature rockslides in crystalline rocks.

How to cite: Agliardi, F., Scuderi, M. M., Fusi, N., and Collettini, C.: Undrained loading in basal shear zones modulates the slow-to-fast transition of giant creeping rockslides, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9675, https://doi.org/10.5194/egusphere-egu2020-9675, 2020.

EGU2020-13369 | Displays | NH3.2

Monitoring and Analysis of Landslide-Glacier Interactions at the Great Aletsch Glacier (Switzerland)

Enea Storni, Simon Loew, Marc Hugentobler, and Andrea Andrea Manconi

Valley glaciers have traditionally been expected to significantly influence the stability and movement rates of adjacent paraglacial landslides. However, detailed studies related to the mechanical and displacement interactions between glacier ice and unstable rock slopes are essentially non-existing. This project deals with a detailed in-situ investigation of the spatial variations of the displacement field of the Great Aletsch Glacier in the surroundings of a large active instability, called Moosfluh Landslide. The goals of this project are to assess the mechanical interactions between an active rockslide and an abutting valley glacier based on real field measurements and infer the impacts of glacier ice deformation on landslide dynamics. As most valley glaciers are currently strongly retreating due to global warming, uncovering significant numbers of pre-LIA slope instabilities, this detailed investigation has implications going far beyond academic interest.

The Moosfluh landslide is a Deep-Seated Gravitational Slope Deformation (DSGSD), with superimposed  large (1-5 million m3) secondary rockslides formed in fall 2016, located near the currently retreating tongue of the Great Altesch Glacier (Kos et. al. 2016, Glüer et al. 2018, 2019). In August 2018 we have performed repeat UAV-based photogrammetric surveys during 74 hours and applied Digital Image Correlation (DIC) techniques to record high-resolution surface displacement vector fields of the landslide, stable slopes and adjacent glacier. DIC results show that the landslide toe is composed of two sectors with significant differences in displacement mean velocities (0.5 and 1.5 m in 74 hours, excluding rapid movements from detached blocks). Both landslide sectors induce clear deflections of the glacier vector field, moving with a velocity  of about 0.3 to 0.4 m in 74 hours. This influence tends to be higher near the ice-contact boundary and decrease within a distance of about 100 m and 200 m from the rock slope instability. We investigate the viscous forces at the landslide/glacier contact using the multiphysics simulation software COMSOL and simplified analytical solution, assuming a vertical interface. These forces are then applied to a limit equilibrium landslide stability model representing the real geometry at the interface boundary, and quantitatively explore the true buttressing effects of valley glaciers on a fully developed slope instability. We show that a slope in critical stability conditions can respond strongly to a minor buttressing effect posed by a valley glacier occupying the landslide toe.

How to cite: Storni, E., Loew, S., Hugentobler, M., and Andrea Manconi, A.: Monitoring and Analysis of Landslide-Glacier Interactions at the Great Aletsch Glacier (Switzerland), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13369, https://doi.org/10.5194/egusphere-egu2020-13369, 2020.

To study the toppling deformed body before construction of the dam at the Gushui hydropower station, we developed here a physical model of the slope on the basis of known local geology and of similarity theory. We simulated valley trenching by a method using prior produced block modules and three levels of excavation, and we studied key hazard factors of deep toppling deformation and the disaster pattern related to anti-dip, layered-rock slope under gravity by a five-stage centrifuge-model test and Universal Distinct Element Code numerical-simulation analysis. The results show the following: (1) The occurrence, development and destruction of deep toppling deformation of anti-dip layered rock slopes must have gone through a long geological history; the accumulation of energy and deformation is a very long process, and accelerated-deformation is closely related to changes in external conditions (such as excavation, earthquake, etc.); (2) lithologic conditions (relatively weak rock mass), structural conditions (appropriate layer thickness and dip angle), and external conditions (valley trenching or excavation of slopes) are key factors for deep toppling deformation, while the free-surface condition is the key hazard factor; (3) deep toppling deformation can lead to multilevel bending zones at different depths inside the slope after the several stages of valley trenching (multilevel excavation); the bending zone is gradually connected from the foot of the slope all the way to the top, which eventually becomes the failure boundary; and the development and connection of the bending zone may result in the overall shear failure of the slope along the bending zone; (4) for deep toppling deformation, we propose a qualitative-judgment index and quantitative-judgment indicators of the degree of toppling deformation. We derived quantitative-judgment formulas for the degree of toppling deformation and the calculation formulas were used for the maximum depth of toppling deformation, and we established a system for discrimination of destruction patterns for deep toppling deformation of anti-dip slope.

How to cite: Zheng, D. and Zhao, H.: Centrifuge-model test study of key hazard factors of deep toppling deformation and disaster pattern of anti-dip layered-rock slope under gravity, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1474, https://doi.org/10.5194/egusphere-egu2020-1474, 2020.

In this study, the small-scale physical modeling tests have considered the impact of the infiltration of rainfall in order to investigate the processes involved in wedge slope deformation and failure. We are conducted under controlled conditions of the intersection angle and half wedge angle. Observations obtained during each stage of deformation and failure were used to explain how gravity deformation varies on wedge slopes, and infer how rainfall influence slope failure. The results indicate that half wedge angle is a crucial factor in the deformation failure of slopes. The failure mechanisms of low intersection angle slopes (sliding model) differ considerably from those of high intersection angle slopes (free falling or toppling model). The infiltration of surface water can have a significant influence on rock layer deformation and the speed of failure. Details of the failure characteristics of wedge slope models are discussed in this paper.

Keywords: physical modeling, rainfall, wedge slope, the intersection angle, half wedge angle.

How to cite: Lo, C.-M., Chu, C.-H., and Su, Y.-X.: Investigation of rainfall-induced failure processes and characteristics of wedge slopes using physical models, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2545, https://doi.org/10.5194/egusphere-egu2020-2545, 2020.

Rock moisture is an understudied factor governing weathering and rockfall. Many weathering processes like hydration, shrinking/swelling and thermal cracking are governed by moisture availability, and a high degree of saturation is a precondition for frost cracking. 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. Voluntary visitor guidance measures ('rock traffic lights') were implemented to temporarily stop climbing at rocks that are too wet. To accompany this measure scientifically, we carried out a pilot study at the approx. 70 m high Gohrisch sandstone massif, involving moisture measurements in the four cardinal directions (N, E, S, W) at the rockwall base, and at N and S near the summit of the massif. We used a combination of (a) electrical resistivity electrode pairs, combined with wind-driven rain (WDR) collectors; (b) 2D-electrical resistivity (ERT); (c) handheld microwave sensors with four sensor heads for different penetration depth; (d) numerical simulations and (e) Schmidt Hammer measurements to assess rock stability. All techniques were accompanied by laboratory measurements at rock samples.

WDR was registered at two of six sites, the distribution being due to micro-topography rather than wind direction. At these sites a clear response of (decreasing) resistivity on driving rain was registered. 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 (which might be due to surface-parallel zones of weakness) 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 confirmed by microwave sensor data: Moisture contents show little differences between the sites except of the North site which was wetter at all depths. 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. According to ERT calibration, saturation >60% was only reached near the surface at North Bottom, while at some decimetres depth, saturation rarely exceeded 50%. Calibration from electrical resistivity to moisture and microwave reflectance to moisture was successful in the lab; however, the measured resistivity and microwave range did not match the values measured in the field. Calibration needs to be achieved directly at the field site which remains an open task.

How to cite: Sass, O.: Measuring rock moisture using different techniques in the sandstone area of Saxony, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10313, https://doi.org/10.5194/egusphere-egu2020-10313, 2020.

EGU2020-14338 | Displays | NH3.2

Modelling rock walls destabilization caused by hydrostatic pressure in frozen/unfrozen bedrock (Hochvogel & Zugspitze, Germany)

Verena Stoll, Riccardo Scandroglio, and Michael Krautblatter

One of the most important but still unknown destabilizing factors of rock faces in periglacial environments is the contribution of water in terms of hydrostatic pressure (e.g. Piz Cengalo in 2017). Its presence has often been registered in major rock failures, but it has never been quantified. Perched water table >>20m above virtually impermeable permafrost bedrock can cause excessive hydrostatic stress on affected rockwalls. Climate change related intensification of rainstorms as well as permafrost degradation promote water accumulation. An increase in rockfall activity due to higher water pressure peaks is therefore expected, thus intensifying the risk for humans and infrastructures.

Here we conduct a hydromechanical stability analysis at two study sites in the Northern Calcareous Alps where this effect has been observed. We use the distinct element method developed in the software UDEC (Itasca); the required geometric and mechanical model input parameters were obtained from previous studies with direct investigations and laboratory tests in frozen/unfrozen conditions. Infiltration from rainfall or snow/ice melting is expected to create extreme pressure peaks, especially when permafrost seals fractured rock.

Here we present results from:

  1. the permafrost affected Zugspitze summit (Wetterstein Range), where sealing permafrost allows the meltwater to accumulate in the active layer. This causes high hydrostatic pressure, evaluated by relative gravimetry methods and with the help of a fracture mapping.
  2. a preparing high-magnitude rock fall at the Hochvogel (Allgäu Alps), where perched water could destabilize up to 260’000 m³. Displacement measurements on the summit showed acceleration following intense precipitation.

Our model proves that a column of water can bring the Zugspitze north face to instable equilibrium. This happens with different intensities according to frozen/unfrozen conditions and various depth of the active layer, if the hydrostatic pressure is adequate (0.2-0.4 MPa = 20-40 m water column).

Water could also increase the destabilization rates of the south-east face of Hochvogel by adding hydrostatic pressure. A Factor of Safety < 1 is reached when other water-related factors are considered, like: (i) reduction of cohesion in saturated joints, (ii) decrease of the interface friction angle in fractures and (iii) accelerates weathering along the shear plane

How to cite: Stoll, V., Scandroglio, R., and Krautblatter, M.: Modelling rock walls destabilization caused by hydrostatic pressure in frozen/unfrozen bedrock (Hochvogel & Zugspitze, Germany), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-14338, https://doi.org/10.5194/egusphere-egu2020-14338, 2020.

EGU2020-5292 | Displays | NH3.2

Structural geology of large (ancient) rockslides - an indicator for a seismic or climatic origin?

Emilie Lemaire, Anne-Sophie Mreyen, and Hans-Balder Havenith

The stability of rock slopes is often guided by the structural geology of the rocks composing the slope. Geological structures, such as ductile folds, discontinuities as well as brittle faults and fractures, are known factors contributing to a decrease in slope stability according to their orientation in space - with respect to the general orientation of the main slope and its (seismo-) tectonic damage history. Additionally, a rock slope may undergo many forms of gravitationallyinduced, erosional and/or weathering-induced destabilisation.

Rock slope failures may be classified and described according to several factors, such as their volume, displacement mechanisms and velocity. In this work, especially deep-seated and very large failures (with a volume of >107 m3) are analyzed with regard to their structural characteristics.

Giant rockslides originate as planar, rotational, wedge, compound, or irregular slope failures. Most of them convert into flow-like rock avalanches during emplacement. Here, we will not detail the evolution of rock slope failures but rather focus on their origin. The main goal is to identify features allowing to distinguish seismic trigger modes from climatic ones, notably on the basis of the source zone rock structures. We will present examples of classical anti-dip slope (and along-strike) rock structures that hint at a seismic origin, but we will also consider a series of mixed structural types, which are more difficult to interprete. This morpho-structural study is supported by numerical modelling results showing that seismic shaking typically induces deeper seated deformation in initially ‘stable’ rockslopes.

For failures only partially triggered by dynamic shaking, these study results could help to identify the seismic factor in slope evolution. Especially in less seismically active mountain regions, such as the Alps and the Carpathian Mountains, these analyses can be used for paleoseismic studies – provided that dating the seismic initiation of mass movement is possible. For instance, we will show that the “Tamins” and the “Fernpass” rockslides in the Alps present structural and morphological features hinting at a partly seismic origin. Furthermore, we present study cases of ancient rockslides in the SE Carpathians (“Balta” and “Eagle’s Lake”), where a pure seismic origin is most probable and currently under discussion (supported by numerical analyses).

How to cite: Lemaire, E., Mreyen, A.-S., and Havenith, H.-B.: Structural geology of large (ancient) rockslides - an indicator for a seismic or climatic origin?, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5292, https://doi.org/10.5194/egusphere-egu2020-5292, 2020.

EGU2020-12633 | Displays | NH3.2

Building regression models to estimate tree traits influential to slope stability

Hsin-Tien Lee, Guo-Zhang M. Song, Li-Wan Chang, Cang-wei Chen, and Hung-Yen Hu

ABSTRACT    The above-ground (shoot) system of trees can affect slope stability through effects of infiltration facilitation, surcharge and wind loading. The amount of stem flow that infiltrates into soils is determined by diameter at root collar (DRC) of trees. Tree weight (surcharge) is a function of their heights (H) and diameters at breast height (DBH). Wind loading is related to crown area (CA) of trees. To save efforts for measuring all of these traits, we aimed to build regression models which allow researchers to estimate the other three traits with DBH. The study site was located in the Lienhuachih Forest Dynamics Plot, central Taiwan. DBH, DRC, CA and H of 20-30 individuals for the 18 most dominant tree species were measures. Trees which have been snapped off were excluded. Results showed that the regression models between DRC and DBH were linear. The models of CA against DBH and H against DBH was best built with allometric models, indicating that CA and H stop to increase with DBH once DBH reach to a certain size. In terms of model performance, the models of DRC against DBH was best (r2= 0.48- 0.97), followed by those of H against DBH (r2= 0.32- 0.89). The relatively poor performance of CA against DBH models (r2= 0.15- 0.93), especially for light-demanding tree species, indicated the need of incorporating light environment (i.e. crown illumination index) into regression analysis.

 

Key word:allomeric model, broad-leaved forest, diameters at breast height, landslide, Lienhuachih

How to cite: Lee, H.-T., Song, G.-Z. M., Chang, L.-W., Chen, C., and Hu, H.-Y.: Building regression models to estimate tree traits influential to slope stability, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12633, https://doi.org/10.5194/egusphere-egu2020-12633, 2020.

EGU2020-13512 | Displays | NH3.2

Oxidation of black shale and its deterioration mechanism in Xujiaping rockslide, Southwestern China

Chunwei Sun, Marc-Henri Derron, Michel Jaboyedoff, and Sixiang Ling

The water-rock chemical interaction of black shale interbedded with limestone along the bedding slip zone and its deterioration to the surrounding rock mass in Xujiaping rockslide is studied. As an important rock-forming mineral in black shale, pyrite is known for being easily oxidized to produce sulfuric acid in water, and sulfuric acid is a significant factor that leads to the dissolution of minerals. Significant number of erosion pits on the limestone were found and many geochemical phenomenon such as extremely low pH fissure water and the secondary mineral phases were investigated. Rock and water samples from this site were analyzed to determine mineralogy, chemical composition and hydrochemistry. The results indicate that many major elements and heavy elements are dissolved, such as Fe, Mn, Si, Zn, Ni, Al, S, Mg, Ca, Na, K, Co and Sr, because of the strong dissolution ability of acid water from black shale.The acid water migrates along the slip zone to exposed surface of cliff and fractures, where it evaporates to form the secondary mineral phases including melanterite, rozenite, szomolnokite, and gypsum etc. The water-rock chemical interaction in Xujiaping rockslide is a combination of dissolution, oxidation, dehydration, and neutralization reactions. Besides, the deterioration mechanism is expanded on two aspects: (1) rock-forming minerals, carbonate minerals especially are prone to be dissolved by sulfuric acid from oxidation of black shale in the slip zone; (2) the crystallization volume expansion of minerals precipitated, which leads to the further expansion and deformation of fractures.

How to cite: Sun, C., Derron, M.-H., Jaboyedoff, M., and Ling, S.: Oxidation of black shale and its deterioration mechanism in Xujiaping rockslide, Southwestern China, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13512, https://doi.org/10.5194/egusphere-egu2020-13512, 2020.

EGU2020-13540 | Displays | NH3.2

The effect of weathering on rock wall erosion and rockfall generation at La Cornalle, Switzerland

Li Fei, Marc-Henri Derron, Tiggi Choanji, Michel Jaboyedoff, and Chunwei Sun

The weathering posing a significant influence on the rock wall retreat has been widely recognized. In this paper, multi-methods monitoring is designed to detect the erosion and rockfall activity on a rockslide cliff composed of marl-sandstone (maybe mixed with limestone) in Western Switzerland. The monitoring program includes weekly SfM and monthly LiDAR scanning measurements of rock cliff surface, hourly time-lapse imaging of the rock cliff, manual measurement of rock surface moisture, automated recordings of rock temperature and influencing meteorological factors (air temperature, humidity, wind, and precipitation) collected by a weather station. Sequential 3D Points Clouds acquired by LiDAR and SfM from December 2019 are used to visually identify the location of erosion and rockfall at monthly resolution. According to the rock wall structural analysis, the rock mass consists of a network of discontinuities mainly oriented nearly parallel and perpendicular to the direction of the layers. Some fractures are filled with calcite which might lead to a zone of weakness in the rock mass. During the field survey, we saw some calcite crystals covering on the rock block surface in the deposit area and exposed on rock cliff outcrop. We suppose that some rockfalls are generated along those discontinuities filled with calcite where the chemical reaction is active when there is constant water infiltrating during rainfall season. According to the preliminary panoramic thermal image of the cliff surface shot by DJI Mavic 2 Enterprise on 19 December 2019, some weathered and fresh surface areas show different temperatures in the same rock layers which suggest the thermal imaging monitoring may help us to identify the weathering spatial characteristics. In this study, we try first to reveal the effect of temperature variations (thermal stress) on crack deformation from rock temperature values extracted from thermal images and the deformation measured by the crack meter during 24h in winter and summer. Secondly, we explore the role of freeze-thaw cycle playing in the rock fall initiation and rock face erosion. Thirdly, we make clear the link between surface weathering spatial distribution and location of erosion, rockfalls. This provides a model of weathering and rockfall estimation.

How to cite: Fei, L., Derron, M.-H., Choanji, T., Jaboyedoff, M., and Sun, C.: The effect of weathering on rock wall erosion and rockfall generation at La Cornalle, Switzerland, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13540, https://doi.org/10.5194/egusphere-egu2020-13540, 2020.

EGU2020-13961 | Displays | NH3.2

Geomechanical characterization of rock masses by means of remote sensing techniques

Lidia Loiotine, Marco La Salandra, Gioacchino Francesco Andriani, Giovanni Barracane, Marc-Henri Derron, Michel Jaboyedoff, Antonella Marsico, and Mario Parise

Improving the methods for the characterization of rock masses by integrating traditional field surveys with remote sensing techniques is fundamental for practical and realistic discontinuous modelling, in order to identify the failures and kinematics, develop landslide susceptibility assessment and plan prevention and mitigation measures.

A 20 m-high cliff at Polignano a Mare (Southern Italy) was selected as case study for the presence of well-developed discontinuities (bedding and joints) and due to the local morphology, consisting of a valley with opposite slopes at a distance of 150 m, and a pocket beach at their toe. This configuration allowed to perform both traditional and remote sensing surveys. First, photogrammetry methods were carried out on the ground and with the help of a boat. Structure from Motion (SfM) technique was then used to process and combine the pictures, in order to elaborate a raw point cloud of the case study. Secondly, high resolution Terrestrial Laser Scanning (TLS) and Unmanned Aerial Vehicle (UAV) techniques were conducted after positioning Ground Control Points (GCPs) all over the rock mass, with the aim of obtaining a more detailed point cloud. Eventually, a unique and optimized georeferenced point cloud was obtained by combining the previous models, also removing the non-geological objects. Furthermore, Infrared Thermography (IT) was carried out in order to investigate the fracture pattern, the areas of concentrated stress, and the presence of humidity and voids.

The structural analysis of the rock mass was performed directly on the point cloud, by testing procedures and algorithms for the automatic identification of discontinuity sets and of their orientation, spacing, persistence and roughness.

The next step of this research will concern the evaluation of the instability mechanisms with the help of kinematic analyses, by means of stereographic projections. Finally, the reliability of the procedure for a complete rock mass characterization, which is expected to be obtained as the final result, will be tested by means of numerical stability solutions, after calibrating the geomechanical model and importing the fracture system in an appropriate software.

 

How to cite: Loiotine, L., La Salandra, M., Andriani, G. F., Barracane, G., Derron, M.-H., Jaboyedoff, M., Marsico, A., and Parise, M.: Geomechanical characterization of rock masses by means of remote sensing techniques, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13961, https://doi.org/10.5194/egusphere-egu2020-13961, 2020.

Gravitational mass movements like rockfalls or landslides pose a sincere threat to human population and infrastructure in particular in densely populated alpine regions such as the European Alps. Comprehensive identification of such events is challenging since they may occur spontaneously and at previously unknown places in remote areas. Small mass movements in remote areas may even completely evade our attention. Remote sensing surveys may also miss small-scale events in unfavorable conditions such as e.g. high-altitude rocky landscapes. However, comprehensive knowledge and reliable event data are of particular importance for the assessment of hazards imposed by rapid gravitational mass movements.

Consequently it is highly desired to expand our event databases and be open to new ways of data collection. We suggest that hikers and other enthusiasts can contribute to building a scientific database of gravitational mass movements by reporting events they witness or discover in the field. We developed a prototype of a mobile web application that allows anyone to report mass movements and to attach photographs and crucial event information such as location and time. Additional features may be implemented in the future, such as retrieving event information from social media posts. Future versions may also teach enthusiasts to characterize mass movements (e.g. type, volume) so they can contribute valuable information themselves. Ultimately, we are envisioning to form a citizen science community of interested enthusiasts that jointly create a valuable scientific database.

How to cite: Schlegel, J., Grass, A., and Fuchs, F.: CrowdSlide – a mobile web application for building a database of gravitational mass movements using volunteer field reports, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-16503, https://doi.org/10.5194/egusphere-egu2020-16503, 2020.

EGU2020-19073 | Displays | NH3.2

Process dynamics, real time monitoring and early warning at an imminent cliff fall (Hochvogel, Allgäu Alps)

Johannes Leinauer, Benjamin Jacobs, and Michael Krautblatter

Costs for (re)installation and maintenance of protective structures are increasing while alpine hazards progressively threaten alpine communities, infrastructure and economics. With climatic changes, anticipation and clever early warning of rock slope failures based on the process dynamics become more and more important. The imminent rock slope failure at the Hochvogel summit (2592 m a.s.l., Allgäu Alps) offers a rare possibility to study a cliff fall at a high alpine carbonate peak during its preparation and until failure. In this real case scenario, we can develop and test an operative and effective early warning system.

The main cleft is two to six metres wide at the summit and at least 60 metres deep at the sides. Several lateral cracks are opening at faster pace and separate different instable blocks. 3D-UAV point clouds reveal a potentially failing mass of 260,000 m³ in six subunits. However, the pre-deformation is yet not pronounced enough to decide on the expected volume. Analysis of historical ortho- and aerial images yields an elongation of the main crack length from 10 to 35 m from 1960 until now. Discontinuous tape extensometer measurements show 35 cm opening of the main cleft between 2014 and 2020 with movement rates up to 1 cm/month. Since July 2018, automatic vibrating wire gauges deliver high-resolution data to an online server. In October 2019, we transferred the system into LoRa with data transmission every 10 min. Automatic warnings via SMS and email are triggered when crossing specific thresholds.

Here we demonstrate long-term process dynamics and 2-years of high-resolution data of a preparing alpine rock slope failure. Corresponding geodetic, photogrammetric, seismic and gravimetric measurements complete the comprehensive measurement design at the Hochvogel. This will help to decipher anticipative signals of initiating alpine rock slope failures and improve future event predictions.

How to cite: Leinauer, J., Jacobs, B., and Krautblatter, M.: Process dynamics, real time monitoring and early warning at an imminent cliff fall (Hochvogel, Allgäu Alps), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19073, https://doi.org/10.5194/egusphere-egu2020-19073, 2020.

EGU2020-22287 | Displays | NH3.2 | Highlight

Can we infer the stiffness of the Matterhorn (CH) based on ambient vibrations?

Samuel Weber, Jan Beutel, Mauro Häusler, Paul R. Geimer, Donat Fäh, and Jeffrey R. Moore

Reliable rock slope stability assessment depends on the ability to characterize and quantify stability relevant properties as for example the internal structure of a rock slope. So far, to our knowledge, no study successfully determined the stiffness of a whole mountain. Here, we evaluate the structural characteristics of the Matterhorn (Swiss Alps) based on ambient vibration measurements using three seismometer stations (Nanometrics Trillium Compact 20s). We identified the fundamental resonant mode which consists of polarized horizontal ground motion at the summit of the Matterhorn. Based on that, we aim to infer the stiffness of the Matterhorn by reproducing field data in 3D numerical eigenfrequency simulation with Young's modulus that vary with strain magnitude.

How to cite: Weber, S., Beutel, J., Häusler, M., Geimer, P. R., Fäh, D., and Moore, J. R.: Can we infer the stiffness of the Matterhorn (CH) based on ambient vibrations?, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22287, https://doi.org/10.5194/egusphere-egu2020-22287, 2020.

This study focued on the case of rockfall in the Keelung Mountain Area in the northeastern part of Taiwan. To explore the different trajectories and range including free fall, bouncing and rolling when the rocks fall down, this research tried to analyze the local geomorphological characteristics, distribution of geological materials, and the extension of the discontinuities.

In the results, "coefficient of restitution " and "coefficient of friction" are the most important factors which affect the movement trajectory of bouncing and rolling. The coefficient of restitution is mainly affected by the three factors, such as the strength of slope surface’s material, incident angle, and collision speed. In the situation when falling rocks descend from 2m height, and setting the incident angles as 30°, 45°and 60°, we observed the coefficient of normal restitution as 0.18, 0.12, and 0.10. These results showed that, the coefficient of normal restitution of the rockfall inversely decreased with the incident angle. When fixing the incident angle at 90°, the coefficients of restitution were observed as 0.41, 0.35, and 0.31 when the rockfall from 1 m, 2 m, 3 m. This research found that the coefficient of restitution inversely decreased with the collision speed of rockfall. The size of the falling rocks which was related to the size of the block on the slope, also affected the path of the rockfall based on the bouncing movement. When the size of the rock was smaller than the size of the block at the bottom of the slope, the trajectories were influenced by undulation. When the size of the rock was larger than deposited one, the rock was hard to be affected by slope fluctuation, and continue to keep scrolling. At this situation, the movement of the rockfall was mainly affected by the coefficient of friction rather than the coefficient of restitution’s impact. The simulation is carried out using the Rocscience Rocfall program, which depicts the path and energy of rockfall, these data can be used as important reference basis of prevention of rockfall hazards.

Keywords: Rockfall, Coefficient of Restitution, Coefficient of Friction, Free Fall, Bouncing , Rolling

How to cite: Xu, B.: The study of Rockfall in Keelung Mountain Area of Northeastern Taiwan, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6450, https://doi.org/10.5194/egusphere-egu2020-6450, 2020.

EGU2020-11826 | Displays | NH3.2

Full scale field testing of temporary rockfall protection measures

Axel Volkwein, Florian Hofstetter, and Marc Hauser

Temporary rockfall protection measures are often implemented by using so-called steel palisades. Such elements can described as a steel surface that is supported perpendicular to the slope surface. In the present case, several sheet piling sections are welded onto a steel frame to form an area 1.5m high and 3m long. At the lateral edges of the surface, steel sections, welded together to form a triangle, create the support of the front surface, so that one side of the triangle is parallel to the impact surface and another side is parallel to the slope surface. At the corners close to the ground, massive steel spikes allow penetration into the ground. The weight of a palisade is about 900kg. An example of such a palisade can be found in [1].

The above barriers are in usage since many years. However, their rockfall energy retention capacity has never been evaluated yet. For that reasons, the Swiss Federal Railways launched a project for a deeper understanding of the performance of the palisades; for an adequate selection of the protection measures and a reliable risk analyses with respect to the variety of rockfall events that can be expected at a specific construction site and might cause failure of a structure.

Failure limits of the palisades are expected regarding the following failure scenarios:

  • tilting of the barrier over the valley side steel spikes
  • displacement of the barrier due to insufficient action of the steel spikes
  • failure of the front surface

In this contribution, the above mechanisms are evaluated by means of 1:1 field tests.  A detailed analysis of performance and failure states will be provided. Furthermore, potential solutions for simple but effective reinforcement of the barriers are discussed.

The field tests were carried out on a slope inclined at an angle of about 30 degrees. Test blocks with a minimum weight of 240kg are thrown onto the palisades with the help of a forestry cableway reaching impact speeds of up to 25m/s. The impact energies vary from 12 to 100 kJ. Impact location and impact speed are determined by means of laterally taken high-speed video records with a frame rate of up to 1000fps and a resolution of 800x600pxs. Furthermore, the accelerations in the test body were measured at 1000Hz and – for some of the tests - the acting anchorage forces at 5000Hz.

 

How to cite: Volkwein, A., Hofstetter, F., and Hauser, M.: Full scale field testing of temporary rockfall protection measures, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11826, https://doi.org/10.5194/egusphere-egu2020-11826, 2020.

EGU2020-11244 | Displays | NH3.2

Back-analysis of rockfalls for the definition of an empirical vulnerability function for buildings

Sandra Melzner, Paolo Frattini, Federico Agliardi, and Giovanni Battista Crosta

EGU2020-9902 | Displays | NH3.2 | Highlight

NoeTALUS - Methods for producing rock fall hazard maps of different scales in Lower Austria

Alexander Preh, Thomas Glade, Arben Koçiu, Emmanouil Fleris, Mariella Illeditsch, Martin Mergili, Nina Marlovits, Joachim Schweigl, and Michael Bertagnoli

For regions with distinct rock cliffs, rock fall represents a serious hazard due to high propagation velocities. In order to pursue territorial planning with an awareness of rock fall hazard, it is necessary to identify those areas that are or may be affected by this process. A detailed analysis of rock fall hazard (at regional or municipal scale) represents a great challenge, as many parameters that are difficult to quantify in the field must be considered (e.g. block sizes, surface conditions, etc.).

The aim of the ongoing “NoeTALUS – Rock fall hazard modelling in Lower Austria” research project is to evaluate and suggest methods, applicable to different scales, which will enable the production of reliable rock fall hazard maps at a justifiable amount of human and financial resources.

Rock fall hazard maps are being prepared for two pilot areas in Lower Austria: the municipality of “Dürnstein” and the western part of the municipality of “Waidhofen an der Ybbs”. In order to answer questions regarding the required quality and effort in collecting data relevant to numerical modelling, investigations under two topographic scales are being conducted. The entire project area is processed at a regional scale (M ≤ 1:10.000). Additionally, ten selected domains within the project area are investigated at a slope scale (M ≥ 1:5.000). In this context, remote sensing methods (LiDAR, photogrammetry) are to be evaluated with regard to their benefits.

Two different simulation models, Rockyfor3D and WURF3D, are used to model rock fall spreading and magnitude. Both models differ in their calculation approach with regard to surface-roughness, energy-damping and rock fragmentation.

Rock fall simulations are being evaluated by comparing observed and calculated deposits. Relevant indicators such as the Critical Success Index, Factor of Conservativeness, or area under ROC are being employed for this task.

The selected approach is intended for identifying those methods that can contribute to the creation of reliable rock fall hazard maps at a reasonable cost. Finally, “recommendations for action” concerning the production of rock fall hazard maps are to be made based upon the comparison of different methodologies.

How to cite: Preh, A., Glade, T., Koçiu, A., Fleris, E., Illeditsch, M., Mergili, M., Marlovits, N., Schweigl, J., and Bertagnoli, M.: NoeTALUS - Methods for producing rock fall hazard maps of different scales in Lower Austria , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9902, https://doi.org/10.5194/egusphere-egu2020-9902, 2020.

EGU2020-20353 | Displays | NH3.2

The RockModels Project: Rockfalls Characterization and Modelling

Nieves Lantada, Jordi Corominas, Josep A. Gili, Gerard Matas, Roger Ruiz-Carulla, Albert Prades, Càrol Puig-Polo, M. Amparo Núñez-Andrés, Jose Moya, Felipe Buill, and Olga Mavrouli

A rockfall is a rapid mass movement generated by the detachment of a rock volume from the slope that falls, rolls and bounces during its propagation downhill. Rockfalls have great destructive potential due to the high kinetic and impact energies that may reach during the propagation. Rockfalls are frequent instability processes in road cuts, open pit mines and quarries, steep slopes and cliffs. The initial mobilized mass can be either a single massive block or a set of blocks defined by the joints present in the massif. During the propagation, the block or blocks detached may break when impacts against the terrain, producing a distribution of fragments with independent trajectories. Knowledge of the size and trajectory of the blocks resulting from fragmentation is critical for the assessment of the potential damage and the design of protective structures.

In this contribution, we summarise the main achievements of the RockModels project (BIA2016-75668-P, AEI/FEDER,UE). This project aims at quantifying the risk induced by fragmental rockfalls, by developing quantitative risk assessment methodologies and providing tools to improve its prevention and mitigation. It has three general objectives: i) Explicit identification of unstable rock volumes and stability assessment; ii)Development and validation of a fragmentation model, iii) Rockfall propagation analysis by means of the development of a 3D simulator tool and its calibration.

The use of geomatic techniques such as terrestrial photogrammetry or from UAV allow the generation of high-resolution 3D models of cliffs and the joint system characterization based on 3D point clouds. The orientation and persistence of joints within the rock mass define the kinematically unstable rock volumes and determine the initial block size distribution.  We inventoried fragmental rockfalls occurred in Spain by obtaining a 3D model, the orthophoto, specific cartographies and detailed volumes measurements to obtain the block size distribution in the deposits of each event. The fragmental rockfalls inventory have been collected in a spatial database using PostGIS and following the INSPIRE directive for natural hazards. This data can be consulted at different scales with a developed Web Map Service (WMS) (https://rockdb.upc.edu/). The inventory is the empirical data used to developed, calibrate and validate the Rockfall Fractal Fragmentation Model proposed, as well as the 3D trajectory simulator RockGIS that incorporates the fragmentation module.

More empirical data has been obtained by performing 4 real scale fragmentation test in a quarry. The impact of each block and trajectories of the fragments were recorded by several high speed cameras from different points of view. A program has been implemented to measure the kinematics of each tested block using the high-speed videos. The obtained kinematic parameters have been used for the calibration of the RockGIS simulator. An additional essay was carry out at laboratory to study the effect of the comminution among blocks. The distribution of fragments obtained confirms that the blocks undergoing greater confinement generate a greater number of fragments decreasing their maximum volume.

How to cite: Lantada, N., Corominas, J., Gili, J. A., Matas, G., Ruiz-Carulla, R., Prades, A., Puig-Polo, C., Núñez-Andrés, M. A., Moya, J., Buill, F., and Mavrouli, O.: The RockModels Project: Rockfalls Characterization and Modelling , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20353, https://doi.org/10.5194/egusphere-egu2020-20353, 2020.

The Höllentalklamm (Höllental Gorge) in Grainau is part of the main mountaineering route to the Zugspitze and with up to 2000 daily visitors a major tourist attraction in the Bavarian Alps. Following several recent rock fall events (up to 300 m³) the TU Munich collaborates with the local Alpine Club (DAV-GAP) to detect, assess and monitor rock fall hazards and to develop a benchmark safety concept for the Höllentalklamm. We combine multi-temporal terrestrial laser scanning, field mapping and the use of wireless sensor networks and evaluate the applicability of these methods for deeply incised alpine gorges.

In this study, we investigate a deeply incised and tectonically shaped alpine gorge in a well-researched mountain range (Wetterstein). In visibly accessible areas, multi-temporal terrestrial laser scanning is applied to (a) detect active rock fall areas, (b) identify hazardous objects pre-failure and (c) monitor potentially unstable parts of the rock face. Additionally, larger objects, such as a 600 m³ rock tower located directly above the track, are equipped with a redundant crackmeter system implemented in a wireless sensor network. Together with the DAV Garmisch-Partenkirchen, we are working on the development of safety procedures and the implementation of an automated early warning system. The first results show that terrestrial laser scanning is well-suited to detect post- and pre-failure rock falls above the level of detection, however, monitoring of small deformations remains a challenge. The crackmeters provide sub-millimetre deformation data of the rock tower and show generally stable conditions but a significant sensitivity towards external triggers such snow blasting in spring. Aside from that, direct rock fall hits hinder the sensor maintainace.

Here we show a benchmark rock fall hazard assessment and safety concept for Alpine gorges with high safety demands providing four years of data. This work helps to evaluate the applicability of well-established monitoring techniques in confined and inaccessible terrain (deeply incised gorges).

How to cite: Jacobs, B., Grabmaier, A., and Krautblatter, M.: Benchmark rock fall hazard assessment and safety concept for touristically developed alpine gorges (Höllentalklamm, Bavarian Alps)., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18427, https://doi.org/10.5194/egusphere-egu2020-18427, 2020.

EGU2020-5783 | Displays | NH3.2

Methodology for rockfall activity identification and Machine Learning classification based on Point Clouds monitoring in Montserrat Massif (Spain)

Laura Blanco, David Garcia-Sellé, Nicolas Pascual, Anna Puig, Maria Salamó, Marta Guinau, Òscar Gratacós, Josep Anton Muñoz, Marc Janeras, and Oriol Pedraza

In recent years, different techniques and devices (LIDAR, photogrammetry, UAVs or hyperspectral sensors….) have been used to acquire large amounts of data for the study of the earth’s surface offering high temporal, spatial and spectral resolutions. However, a problem lies on the availability of an efficient methodology to extract the desired information with geological signification from these large datasets. Minimal intervention of the experienced users and automatic or semi-automatic data processing are mandatory to avoid dilatory processes and to obtain productive results.

Our aim is to develop a new methodology for the identification and classification of changes in the surface of cliffs from consecutive point clouds. The new algorithms implemented recognize the different orientations of the point cloud and then, compare each point respect to a previous one in the normal direction isolating clusters of displaced points. Thereafter, these clusters of points are classified according to geometrical and raw data parameters in a) rockfalls, b) small movements of the rock surface and c) non-interest clusters of vegetation or noise like edge effects. The methodology is focused on creating more geometrical features which serve as criteria to identify and classify the differences between two point clouds. Actually, the number of clusters remains slightly high for manual processing. In this regard, the aim is to minimize the interaction of the user and take advantage of the large volume of data generated from high temporal resolution associated with the monitoring. The high number of events collected along years of monitoring allows the use of Machine Learning techniques to improve the classification of clusters automatically.

Montserrat Massif (Catalonia, Spain) is a singular case study of rockfall risk to apply the developed methodology due to the high presence of visitors, whose security conflicts with natural heritage preservation. For a correct design of infrastructures protection measures, a rockfall monitoring plan is under development including Terrestrial Laser Scanner from 2007.

How to cite: Blanco, L., Garcia-Sellé, D., Pascual, N., Puig, A., Salamó, M., Guinau, M., Gratacós, Ò., Muñoz, J. A., Janeras, M., and Pedraza, O.: Methodology for rockfall activity identification and Machine Learning classification based on Point Clouds monitoring in Montserrat Massif (Spain) , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5783, https://doi.org/10.5194/egusphere-egu2020-5783, 2020.

EGU2020-19353 | Displays | NH3.2

Regional scale mapping of rockfall-protection forest efficiency

Gianluca Sala, Camilla Lanfranconi, Paolo Frattini, and Giovanni B. Crosta

In mountainous areas, rockfall phenomena cause damages and safety problems in residential areas and along transportation facilities. Forests that lay upslope the elements at risk can mitigate rockfall hazard by reducing the kinetic energy of blocks and the probability of impact. Nevertheless, the effects of rockfall protection forests is usually quantified only at local scale.

In order to assess the forest efficiency for different combinations of forest (tree size, forest density, forest position, forest length), morphological (slope gradient) and lithological (expected block volume) conditions, we performed a large set of parametric simulations by using the HY-STONE rockfall simulator (Crosta et al, 2004) with a tree impact algorithm that allows calculating the probability of impact, the loss of energy and the lateral deviation of the trajectories based on forest density, tree size and block volume. For each simulation, we therefore quantified the forest efficiency by using a new energy-based efficiency index (EEI) that measure the reduction of rockfall kinetic energy along the forest.

The results of the parametric simulations show that the block volume, the slope inclination, the tree size, and the forest density are, in decreasing order of relevance, the most sensitive parameters for rockfall efficiency. Due to its importance, the volume of blocks associated to different lithologies found in Central Italian Alps have been analysed through a statistical analysis of talus deposits. This allowed to obtain volume frequency distributions for the different lithologies, and the associated percentiles of expected block volume.

Starting from the parametric simulations, we developed a multiple linear regression that allows to predict an EEI index value (efficiency of protection forest) as a function of forest, morphological and lithological parameters. This regression function has been eventually applied to all the protection forest of Central Italian Alps, providing regional scale maps of rockfall-protection forest efficiency for different block volume percentiles.

 

Crosta, G. B., and F. Agliardi. (2004) Parametric evaluation of 3D dispersion of rockfall trajectories.” Natural Hazards and Earth System Science 4.4: 583-598.

How to cite: Sala, G., Lanfranconi, C., Frattini, P., and Crosta, G. B.: Regional scale mapping of rockfall-protection forest efficiency, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19353, https://doi.org/10.5194/egusphere-egu2020-19353, 2020.

EGU2020-11446 | Displays | NH3.2

Identifying past rockfall trajectories and runout distances from detailed 3D terrain model: The case of the Mel de la Niva mountain, Switzerland.

François Noël, Synnøve Flugekvam Nordang, Michel Jaboyedoff, and Marc-Henri Derron

When planning for the implantation of transport infrastructures or buildings, it is necessary to identify the land zones that can be reached by rockfalls. These zones should then be avoided if possible, or stabilisation and risk mitigation measures must be considered. 3D preliminary rockfall simulations can be used to help finding the areas where inspections should be prioritised. Using orthophotos, a detailed shaded representation of the terrain and field work, geologists can then note the position of the deposited blocks and sources from past events, among other things. Collecting this information can however be complex, and the blocks can sometimes be mistaken for glacial deposits.

To increase the accuracy of this inspection task, the land can be analysed using a 3D detailed terrain model with artificial colors based on its aspect orientation and slope steepness and artificial shadows based on the ambient occlusion and eye dome lighting methods. Scars left by past rockfall events are then highlighted and some trajectories can be reconstituted. This method can help isolating identified rockfall deposited boulders from erratic blocks and help finding where is the source from. It can also draw attention to the location where a block has settled by showing parts of its trajectory. A relative aging can also be attributed based on the sharpness of the scar edges, with older events appearing smoother or partly erased. This can help estimating the activity of the site when no other information is known.

We applied this method to the Mel de la Niva site in Switzerland while analysing the two main rockfalls from the 2015 event. The 3D model used was created from SfM photogrammetry using pictures acquired on the field by manually flying a DJI Phantom 4 drone over the terrain. The method allowed to identify 1 rockfall that followed the main 2015 event and 7 rockfalls that preceded it, which is quite interesting. Indeed, if activity is observed on a site, inspection of the source cliff should be done to try to identify if a larger event is about to occur.

These identified rockfalls trajectories were validated using a time series of available orthophotos from SWISSIMAGE. Two paths were present before the oldest photo from 1983. Three appear on the 1999 photo. They then happened in between the previous photo from 1995 and the 1999 one. One happened in between the 1999 and 2005 photos. One happened in between the 2010 and 2013 photos and one in between the 2016 and 2017 photos.

The 8 identified trajectories combined with the 2 from 2015 also have an interesting shape. They tend to not directly follow the steepest path of the terrain. This behavior seems to be frequent, especially when the blocks are disk-shaped, and it has also been observed and partly quantified from the rockfall experiment we presented here last year (2019). Data from the Mel de la Niva site has been added to our rockfall database and it will used for the calibration and further developments of our rockfall simulation model.

How to cite: Noël, F., Flugekvam Nordang, S., Jaboyedoff, M., and Derron, M.-H.: Identifying past rockfall trajectories and runout distances from detailed 3D terrain model: The case of the Mel de la Niva mountain, Switzerland., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11446, https://doi.org/10.5194/egusphere-egu2020-11446, 2020.

EGU2020-10469 | Displays | NH3.2

Probabilistic identification of rockfall source areas: an example from El Hierro island (Canary Island, Spain)

Mauro Rossi, Roberto Sarro, Paola Reichenbach, and Rosa María Mateos

Rockfalls are the most frequent and dangerous instability phenomena in mountainous areas, causing high economic and social damages. Rockfalls are triggered by complex instability mechanisms and the source areas are controlled by environmental factors like geology, the presence of discontinuities and slope angle. Modeling rockfall phenomena is complex and requires diversified input including parameters controlling the boulders trajectories and the source areas identification.

In the Canary Islands, the steep topography and the geological complexity influence the activation of slope dynamics and the occurrence of slope failures. In particular, rockfalls are very common and they represent a major threat to society, costing lives, disrupting infrastructures and destroying livelihoods. In 2011 the volcanic crisis in El Hierro Island triggered numerous rockfalls that affected the road network causing a great social alarm.

After the recent event, we have attempted to identify rockfall source areas using different approaches including probabilistic modeling. The probabilistic approach applies a combination of multiple statistical models and requires a map of the observed source areas as dependent variable and a set of thematic information as independent variables (e.g., morphometric parameters derived from DTM, lithological information that considers the mechanical behavior of the rocks). For the purpose, we have identified various scenarios selecting different training and validation zones and evaluating for each scenario the associated errors. The maps resulting from the models, provide for the whole El Hierro Island, the probability of a pixel being a source area and can be used as input for the rockfall modeling.

How to cite: Rossi, M., Sarro, R., Reichenbach, P., and Mateos, R. M.: Probabilistic identification of rockfall source areas: an example from El Hierro island (Canary Island, Spain), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10469, https://doi.org/10.5194/egusphere-egu2020-10469, 2020.

NH3.4 – Hydrological and geomorphological processes in natural and human-modified slopes and landslides

EGU2020-22536 | Displays | NH3.4

Hydrological effect of vegetation against landslides

Alejandro Gonzalez Ollauri

The hydrological effect of vegetation against landslides has rarely been quantified and its integration into slope stability methods remains a challenge. To adequately address this knowledge gap, the effect of vegetation against landslides should be assessed under both wet (i.e. with precipitation) and dry (i.e. without precipitation) conditions. Furthermore, the establishment of novel frameworks that integrate hydrological processes occurring at the plant-soil-atmosphere interface is paramount. This goals of this presentation are (i) to critically evaluate the hydrological effect of vegetation against landslides by showcasing novel results from field and modelling experiments, and (ii) to highlight relevant plant traits regulating the hydrological cycle at the plant-soil-atmosphere interface in a context of landslide occurence.

How to cite: Gonzalez Ollauri, A.: Hydrological effect of vegetation against landslides, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22536, https://doi.org/10.5194/egusphere-egu2020-22536, 2020.

EGU2020-13263 | Displays | NH3.4

Composite nature of Eco-Hydro-Geological (EHG) stability of slopes

Athauda Arachchige Virajh Dias, Tennakoon Mudiyanselage Anurudha Tennakoon, and Nimesha Katuwala

Nature always educates us to explore more scientific meaning of surrounding stability of the earth. Rain triggered landslides are common in many terrains and cost for such remediation is usually high in drainage improvement. In many instances, ground water recharge, stagnation of water within soil, rock-soil interface saturations, influence of artesian water pressures, subsurface saturation due to geological complexity and many more hydro-geological regiments are responsible for landslides. However, water is the major component of ecological stability of mountain slopes which contains soil, rock, water, flora & fauna. It deals with all natural and man-made stresses from the grass root level until long term stability of the slope or slope failure event. Some large natural reservations developed as control measures against slope erosion are commonly visible in hill country slope management in Sri Lanka, dating back to year 1800. The hill country area is generally subjected to very heavy rainfall of 4000mm to 6000mm annually. The objective of this paper is to report on the progress of development techniques and studies of natural slope instabilities in saturated and unsaturated soils in order to improve our understanding of such phenomena within multiphase environments. Observations are naturally site specific. The study is to assess the impact of deviation of first principal of ecological stability during slope stability designs, understanding capacity of draining water pathways within heterogeneous regolith soils under vegetative complexity and predicting the hydrological exchange between a potentially unstable slopes and its surroundings. An approach of site specific investigations, incorporation of principal mechanism of eco-hydro-geological(EHG) techniques and isolation methods for stability will be discussed.

 

How to cite: Dias, A. A. V., Tennakoon, T. M. A., and Katuwala, N.: Composite nature of Eco-Hydro-Geological (EHG) stability of slopes , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13263, https://doi.org/10.5194/egusphere-egu2020-13263, 2020.

EGU2020-14843 | Displays | NH3.4

Towards a probabilistic assessment of sediment yields in a mountainous area: the case study of Valle Camonica

Gian Battista Bischetti, Paolo Sala, Paolo Fogliata, Emanuele Morlotti, and Alessio Cislaghi

Sediment production and delivery are hillslope processes characterized by significant variability and uncertainty, especially in mountain drainage catchments. Although sediments can be originated from several phenomena, such as slope instabilities, soil erosion and streambank failures, rainfall-induced landsliding, eventually turned into debris flows, is the dominant mechanism producing and conveying huge volumes of solid material to downstream areas through the channel network and therefore causing an increase of flood frequency.

Such landslide-derived mechanisms cause damage, directly and indirectly, to public and/or private properties and infrastructure on alluvial fans that are basically due to the increase of clogging probability of bridges, instream sediment accumulation, and significant geomorphological change. Identifying the sediment upstream source areas and quantifying a probability distribution of the mobilized- and delivered-sediment volume, then, is crucial for the protection of downstream areas. However, such purpose still remain extremely challenging because of scarcity, or even lack, of time-consuming direct measurements that are generally carried out at small scale and cover short time periods.

On this background, this work proposes a simplified procedure to estimate a probability distribution of the sediment yields combining: (i) rainfall intensity-duration-frequency (IDF) relationships for estimating synthetic precipitation with specific return time; (ii) a three-dimensional slope stability model to assess the rainfall-induced shallow landslides susceptibility; (iii) a connectivity index for mapping the probability of sediment delivery; and (iv) a simple hydrological model based on SCS-CN method to estimate the flood peak, and furthermore the probability distribution of sediment flux. The procedure requests low-resolution maps, usually available at the regional scale, such as digital elevation model, land cover, geology, lithology, and IDF curves, and represents a planning tool for climate and land cover change mitigation that can be extremely useful for forest managers, hydraulic engineering and watershed planners.

The procedure was tested on several small mountainous headwater catchments in Valle Camonica, located into the Central Italian Prealps, mostly covered by forests, with settlements on alluvial fans, and prone to shallow landslide, debris flood, and debris flow. It was qualitatively validated on the landslide inventory and the mapped flood areas, showing comparable results.

How to cite: Bischetti, G. B., Sala, P., Fogliata, P., Morlotti, E., and Cislaghi, A.: Towards a probabilistic assessment of sediment yields in a mountainous area: the case study of Valle Camonica, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-14843, https://doi.org/10.5194/egusphere-egu2020-14843, 2020.

From 19 to 21 October 2019 a severe rainfall event occurred in the south eastern part of the Piemonte Region, in particular in the catchments of the Orba and Scrivia Rivers (NW Italy). It originated widespread shallow landslides, soil erosion processes, flood peaks, debris transport along the minor hydrographic network, morphological changes along the main rivers and flooding of lowland areas. All of this caused one casualty and severe damage to transport infrastructure, private homes and agricultural activities. The most critical phase of the event was registered in the afternoon and evening of Monday 21, and it was associated with a thunderstorm cell formed on the Ligurian Sea and then extended northward on the aforementioned catchments, where it remained stationary for some 12 hours. This dynamic resulted into exceptional rainfalls in terms of both cumulated values and intensity.

The rainfall-induced geomorphic effects were particularly severe within the Stura, Piota, Albedosa and Lemme Valleys, namely all the main right-bank tributaries of the Orba River. This contribute aims at documenting the rainfall magnitude and presenting the preliminary results concerning the analysis and mapping of landforms and geomorphic processes related to this rainfall event, within the middle and lower Lemme River catchment. The research is based on field survey and interpretation of aerial photographs taken along the main valley floor.

Considering the entire Lemme River catchment (180 km2), all rainfall-induced ground effects were substantially surveyed in its middle and lower parts, which present a mountain-hilly landscape and large fluvial terraces, respectively. Within the study area, with reference to the Gavi Ligure rain gauge, a cumulative rainfall of 428 mm in 12 h was registered, along with maximum values of rainfall intensity of 76.4 mm in 1 h, 205.8 mm in 3 h, 318.4 mm in 6 h. The cumulative rainfall measured during the 19-21 October 2019 event was 548,6 mm, that is approximatively half of the mean annual rainfall.

As a result, wide lowland areas were flooded by both the main channels and the minor hydrographic network. Wide plots of land on slopes were affected by sheet erosion and rills development. Numerous and widespread landslides were mapped both on slopes and on terrace scarps. Generally, they were shallow and involved eluvial-colluvial and anthropically reworked deposits directly overlying the bedrock. These landslides often evolved into debris-avalanches or debris-flows. A relevant sediment input affected the minor channels and newly-formed in-channel deposits and alluvial fans were observed along them. The main fluvial stems experienced severe riverbed widening and intense sediment mobilization. These ground effects involved facilities, infrastructures and cultivated areas causing widespread and severe damage.

The findings of this study are useful: i) to document another relevant case in this area of Piemonte Region that has been often affected by serious geo-hydrological events; ii) to implement future researches on landslides, surface erosion processes and flood-related fluvial dynamics; iii) to provide relevant information for land management under a geo-hydrological risks mitigation perspective.

How to cite: Mandarino, A., Luino, F., and Faccini, F.: Ground effects triggered by the 19-21 October 2019 extreme rainfall in the middle-lower Lemme River catchment (NW Italy), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9833, https://doi.org/10.5194/egusphere-egu2020-9833, 2020.

EGU2020-6952 | Displays | NH3.4 | Highlight

Post-Seismic Shallow Landslide Triggering: Stress States and Hydrology

Ben Leshchinsky, Peter Lehmann, and Dani Or

Earthquakes are major drivers of landslides. After shaking has passed, landslide activity remains elevated, eventually returning to baseline landslide activity dictated by climactic forcing. While this phenomenon has been observed worldwide, there has been limited quantitative insight towards describing some of the physical drivers behind this occurrence. We describe the role of shear band propagation and permanent changes in the stress state of the soil mantle in post-seismic landslide activity. This this described through a coupled seismic-hydro-mechanical slope failure model, which quantitatively describes the damaged state of the hillslope from shaking. This model enables quantification of the influence of alterations in the stress-states caused by shaking, decreased triggering precipitation, and shear-induced weakening of soil on post-seismic landslide activity. The results provide new insights on the roles of soil depth, hillslope characteristics as well as climate on increased landslide susceptibility and gradual return to baseline conditions.

How to cite: Leshchinsky, B., Lehmann, P., and Or, D.: Post-Seismic Shallow Landslide Triggering: Stress States and Hydrology, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6952, https://doi.org/10.5194/egusphere-egu2020-6952, 2020.

EGU2020-5180 | Displays | NH3.4 | Highlight

Global soil water estimates as landslide predictor: the effectiveness of observations, simulations and data assimilation results

Anne Felsberg, Gabriëlle De Lannoy, Manuela Girotto, Jean Poesen, Rolf Reichle, and Thomas Stanley

Hydrological triggering of landslides is strongly connected to the water content of the soil. Previous local studies showed that the inclusion of predisposing soil hydrological conditions, such as soil moisture, improved the landslide prediction abilities over using rainfall only as predictor variable. Existing global models that predict landslides however still mostly rely on antecedent rainfall indices as a proxy for soil moisture conditions, because global precipitation data has been more readily available than soil moisture data. Soil moisture data are now available from satellite observations or modeling, or combinations thereof (data assimilation). Our research seeks to quantify to which extent global landslide prediction can benefit from these data products.

To tackle this question, we examined soil hydrological conditions at the times and locations of known landslide occurrences (Global Landslide Catalog, Kirschbaum et al. 2015). More specifically, we investigated soil moisture estimates retrieved from the Soil Moisture Ocean Salinity (SMOS) mission, simulated by the Catchment Land Surface Model (CLSM), or resulting from assimilation of SMOS or Gravity Recovery And Climate Experiment (GRACE) data into CLSM.

A first coarse-scale, univariate global analysis for the years 2011 through mid-2016 indicates that soil moisture and total water storage estimates are adequate alternatives for antecedent rainfall indices to predict landslides. In particular, the assimilation of SMOS or GRACE data into CLSM improves root-zone soil moisture and preferentially increases root-zone soil moisture at landslide events. Whereas both assimilation schemes help to predict landslides based on an increased landslide probability with increased water content, the SMOS or GRACE satellite observations alone (that is, without data assimilation) are too sparse, noisy or coarse to clearly distinguish the different hydrological conditions between landslide and non-landslide events.

How to cite: Felsberg, A., De Lannoy, G., Girotto, M., Poesen, J., Reichle, R., and Stanley, T.: Global soil water estimates as landslide predictor: the effectiveness of observations, simulations and data assimilation results, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5180, https://doi.org/10.5194/egusphere-egu2020-5180, 2020.

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. In addition, due to the impact of 1999 Chi-Chi earthquake, the hazards of landslides and debris flows were significantly increased. 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 large-scale landslide investigation, monitoring, analysis, early warning, etc.

Since the landslide hazards are mainly induced by heavy rainfall, due to climate change and the subsequent extreme weather events, the probability of large-scale landslides is also increased. Focusing on the slate formation area in the upstreams of the Tachia River, Wu River, and Chuoshui River, this project studied the behavior and hazard of shallow and deep-seated landslides. This study adopts the SHALSTAB model with the consideration of slope angle to classify the landslides, and then established the landslide susceptibility models based on the classified landslide inventories. 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 Rainfall Induced Shallow and Deep-seated Landslide Hazard in Central Taiwan, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1996, https://doi.org/10.5194/egusphere-egu2020-1996, 2020.

EGU2020-2528 | Displays | NH3.4

Engineering geological investigation for landslide hazard zonation in the Sino-Nepal Road corridors.

Basanta Raj Adhikari, Bingwei Tian, Feiyu Chen, Xiaoyun Gou, Suraj Gautam, Samir Ghimire, Suman Chapagain, and Akash Acharya

Road construction in the Trans-Himalaya is always challenging task because of having fragile and rugged topography with the strong influence of monsoon. Three different road corridors namely Kaligandaki (Pokhara-Jomsoom-Zhongba), Trishuali (Kathamndu-Trishuli-Gyirong) and Bhotekoshi rivers (Kathmandu-Tatopani-Nyalam) cross the Himalaya with different geological discontinuities i.e. South Tibetan Detachment System (STDS), Main Central Thrust (MCT). The Himalayan range is acting a topographic barrier resulting different climate in the southern and northern part. These three roads are very strategic for the connectivity between Trans-Himalaya and midland. People have been living in these valleys for a long time. After the road construction, people have started to build houses along this road. However, people have are often forgetting the influence of these large scale mass movement that occurred in the past. Therefore, an attempt has been done to analyze these past events and their impacts. Preparation of engineering geological map, landslide inventories and investigation of large scale past mass movement have been done in detailed field investigations in 2018 and 2019 supported by remote sensing. Slope stability analysis has been done in different critical sections for the landslide hazard assessment. It is clearly seen that the road passes some of these large scale paleo-landslides and responsible for toe cutting. The road sections are critical in all three roads but more vulnerable in the southern slope of the Himalaya. The road between Beni to Larjung of the Kaligandaki has critical slope and susceptible for landslide occurrences. Therefore, proper mitigation measures have to be implemented for the stabilization of these mountain slope.

How to cite: Adhikari, B. R., Tian, B., Chen, F., Gou, X., Gautam, S., Ghimire, S., Chapagain, S., and Acharya, A.: Engineering geological investigation for landslide hazard zonation in the Sino-Nepal Road corridors., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2528, https://doi.org/10.5194/egusphere-egu2020-2528, 2020.

EGU2020-2567 | Displays | NH3.4

Redistribution of landslide debris through episodic heavy rainfall events as revealed by multi-period Lidar DEMs

Yu-Chang Chan, Yu-Chung Hsieh, and Kou-Jen Chang

Landslides are commonly triggered by heavy rainfall events, but how the loose landslide debris is redistributed through time and how fast the landslide scars are healed by vegetation are not well and precisely documented. Due to recent advances in airborne Lidar-derived digital elevation models, we are able to obtain precise DEMs at different time periods and analyze the redistribution of landslide debris that was once difficult to measure because of relatively minor elevation changes. Three periods of Lidar-derived DEMs were used to analyze a drainage basin that was affected by a heavy rainfall event and generated several landslide deposits and scars within the drainage basin in Taiwan. We selected a single drainage basin to better constrain the source of landslide debris for subsequent observations of landslide debris removal. How the landslide debris is transported and redistributed remains an important topic for understanding debris removal and evaluating post-landslide hazards in downstream areas. The multi-period high-resolution Lidar DEMs give the necessary accuracy to calculate small but significant volume changes that were not easily detectable from previous measuring techniques. Our results show that the landslide debris redistributed most effectively during later large rainfall events, and the landslide materials are minimally redistributed during small rainfall events. Areas without existing landslides were also insignificantly affected in terms of volume change even during large rainfall events. The standard deviation of elevations in the drainage basin is used to show how the topography was changed due to heavy rainfall events within the drainage basin. The concept of surface roughness may be useful to characterize the dissipation of landslide debris because the roughness values become lower during the debris redistribution process. The redistribution of landslide debris over the observed years suggests that the dissipation of landslide debris is mainly affected by by episodic heavy rainfall events and the landslide scars recover relatively quickly for smaller affected landslide regions.

How to cite: Chan, Y.-C., Hsieh, Y.-C., and Chang, K.-J.: Redistribution of landslide debris through episodic heavy rainfall events as revealed by multi-period Lidar DEMs, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2567, https://doi.org/10.5194/egusphere-egu2020-2567, 2020.

 The heat balance method has often been used for calculating the snowmelt for the purpose of estimating watershed water resources in the form of snow in winter and analyzing snowmelt runoff. Because the method requires many weather elements, some of which are not observed frequently (e.g., longwave radiation), methods of estimating such less frequently observed weather elements from more frequently observed ones have also been proposed. However, few previous studies have developed a method of estimating the hourly snowmelt based on the heat balance method using the frequently observed weather elements alone and applied for analyzing the hourly groundwater level fluctuation in a landslide site in snow-covered area. In this study, we developed a model of estimating the hourly snowmelt based on the heat balance method using the Japan Meteorological Agency observation data, the most commonly available weather data in Japan, alone, (i.e., temperature, precipitation, wind speed, sunshine duration, atmospheric pressure, and vapor pressure), and applied the model to a past landslide site with deep sliding surface (approximately 20 m) in snow-covered area in Hokkaido, Northern Japan. Moreover, we applied the functional models based on the antecedent precipitation index calculated using (the meltwater and/or rainwater) instead of the rainfall to reproduce the hourly groundwater level fluctuation observed in the site. The results showed good agreement between the observed and calculated snowmelt and groundwater level. The models proposed and used in this study are useful for estimating the hourly snowmelt and analyzing groundwater level fluctuation in a landslide sites in snow-covered area, and should be tested for other landslide sites to further verify the applicability.

How to cite: Matsunaga, T. and Katsura, S.: Estimation of the hourly snowmelt based on the heat balance method using the Japan Meteorological Agency observation data alone and application for analyzing groundwater level fluctuation in a landslide site, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3263, https://doi.org/10.5194/egusphere-egu2020-3263, 2020.

EGU2020-3362 | Displays | NH3.4 | Highlight

Performance analysis of regional landslide early warning based on soil moisture simulations

Adrian Wicki and Manfred Stähli

In mountainous regions, rainfall-triggered landslides pose a serious risk to people and infrastructure, particularly due to the short time interval between activation and failure and their widespread occurrence. Landslide early warning systems (LEWS) have demonstrated to be a valuable tool to inform decision makers about the imminent landslide danger and to move people or goods at risk to safety. While most operational LEWS are based on empirically derived rainfall exceedance thresholds, recent studies have demonstrated an improvement of the forecast quality after the inclusion of in-situ soil moisture measurements.

The use of in-situ soil moisture sensors bears specific limitations, such as the sensitivity to local conditions, the disturbance of the soil profile during installation, and potential data quality issues and inhomogeneity of long-term measurements. Further, the installation and operation of monitoring networks is laborious and costly. In this respect, making use of modelled soil moisture could efficiently increase information density, and it would further allow to forecast soil moisture dynamics. On the other hand, numerical simulations are restricted by assumptions and simplifications related to the soil hydraulic properties and the water transfer in the soil profile. Ultimately, the question arises how reliable and representative landslide early warnings based on soil moisture simulations are compared to warnings based on measurements.

To answer this, we applied a state-of-the-art one-dimensional heat and mass transfer model (CoupModel, Jansson 2012) to generate time series of soil water content at 35 sites in Switzerland. The same sites and time period (2008-2018) were used in a previous study to compare the temporal variability of in-situ measured soil moisture to the regional landslide activity (currently under review in Landslides). The same statistical framework for soil moisture dynamics analysis, landslide probability modelling and landslide early warning performance analysis was applied to the modelled and the measured soil moisture time series. This allowed to directly compare the forecast skill of modelling-based with measurements-based landslide early warning.

In this contribution, we will highlight three steps of model applications: First, a straight-forward simulation to all 35 sites without site-specific calibration and using reference soil layering only, to assess the forecast skill as if no prior measurements were available. Second, a model simulation after calibration at each site using the existing soil moisture time series and information on the soil texture to assess the benefit of a thorough calibration process on the forecast skill. Finally, an application of the model to additional sites in Switzerland where no soil moisture measurements are available to assess the effect of increasing the soil moisture information density on the overall forecast skill.

How to cite: Wicki, A. and Stähli, M.: Performance analysis of regional landslide early warning based on soil moisture simulations, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3362, https://doi.org/10.5194/egusphere-egu2020-3362, 2020.

On May 12, 2008, a Mw 7.9 earthquake struck Wenchuan, Longmen Shan Area, in western Sichuan, China, at the eastern margin of the Tibetan Plateau. This earthquake was the largest and most destructive event in the last 60 years, causing more than 87000 casualties. The economic loss was estimated at some 1100 billion RMB. The major fault rupture produced surface displacements up to 3-4 meters, spreading from the epicenter (near the town of Yingxiu) for 240 km along the mountain range.

The Wenchuan Earthquake triggered almost 200000 co-seismic landslides over a region larger than 110000 km2, leading to the accumulation of large volumes of loose material either along slopes or in gullies. After the earthquake, this material caused a strong increase of debris flow occurrence in the subsequent years, mainly in the worst-hit areas, such as Wenchuan, Beichuan and Mao counties. During the years immediately after the earthquake, the rainfall required for debris flow triggering resulted clearly smaller than before (Guo et al., 2016). Afterwards, the response of the debris deposits to rainfall changed, leading to a general recovery of stability and a reduction of debris flow frequency and magnitude (Domènech et al., 2019).

In this study, the assessment of debris flows occurrence throughout upper Minjiang catchment, to which Wenchuan county belongs, is modeled with two empirical approaches, both based on the available record of precipitations and debris flows in the years 2008-2015. In the first approach, a threshold to predict debris flow occurrence is defined based on intensity and duration of potentially triggering rainfall events (meteorological threshold). With the second approach, also the hydrological conditions predisposing the slopes to debris flows are considered, by assessing the water balance in the catchment with a simplified lumped hydrological model, based on the Budyko framework (Zhang et al., 2008), and defining a threshold to predict debris flows based on rainfall depth and estimated soil storage prior the onset of rainfall (hydro-meteorological threshold).

The obtained results indicate that the hydro-meteorological threshold allows catching the progressive recovery of stability of the debris deposits much better than the meteorological threshold, leading to identification of increasing thresholds, both in terms of pre-event soil storage and triggering rainfall amount, in the years from 2008 onward. Such a result shows that the adoption of process-based approaches , even empirical and strongly simplified as in the presented case, leads to predictions of debris flow occurrence more robust than those based solely on rainfall information.

 

References

Domènech, G., Fan, X., Scaringi, G., van Asch, T.W.J., Xu, Q., Huang, R., Hales, T.C., 2019. Modelling the role of material depletion, grain coarsening and revegetation in debris flow occurrences after the 2008 Wenchuan earthquake. Eng. Geol. 250, 34-44.

Guo, X., Cui, P., Li, Y., Fan, J., Yan, Y., Ge, Y., 2016. Temporal differentiation of rainfall thresholds for debris flows in Wenchuan earthquake-affected areas. Environ. Earth Sci. 75, 1–12.

Zhang, L., Potter, N., Hickel, K., Zhang, Y., Shao, Q., 2008. Water balance modeling over variable time scales based on the Budyko framework – Model development and testing. J. Hydrol. 360, 117-131.

How to cite: Greco, R., Marino, P., Srikrishnan, S., and Fan, X.: Post-earthquake changes in debris flow susceptibility in the Upper Minjiang catchment (Sichuan, China), as revealed by meteorological and hydro-meteorological thresholds, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8582, https://doi.org/10.5194/egusphere-egu2020-8582, 2020.

EGU2020-8630 | Displays | NH3.4

Enhancing the completeness of statistical landslide susceptibility modeling by integration of release and propagation zones
not presented

Pedro Henrique Lima, Stefan Steger, Thomas Glade, and Martin Mergili

Statistical landslide susceptibility models have been satisfactorily fulfilling the aim of predicting where future slides might happen, or more specifically, be initiated. By aiming to answer where landslides are likely to be initiated, those models mostly build upon mapped landslide release zones to create spatial predictions. The potential downslope propagation zones are usually neglected. This is a substantial limitation with regard to their applicability in the context of risk assessment in areas characterized by steep slopes. In fact, slide-type movements often evolve into flow-like movements, traveling long distances and thereby impacting also moderate and even nearly flat slopes. At this point, the integration of modeling approaches able to predict downslope landslide routes can contribute to enhance the completeness of the model.

This study aims to explore the added value of combining statistical modeling of landslide release areas with a data-driven runout model for a 54 km² catchment in the Nova Friburgo area in southern Brazil. In January 2011, a severe rainfall event in that mountainous region triggered numerous landslides, some of them evolving into hillslope debris flows affecting downslope areas. The hundreds of slides mapped after this event are here used as reference data.

The methodology consists of three steps: (a) the creation of multiple statistical landslide release susceptibility models; (b) back-analyzing the probability density functions of the angle of reach and travel distance, derived from the observed runout zones with the r.randomwalk model; (c) integration of the best performing release susceptibility model with r.randomwalk, computing the propensity of downslope regions to be affected, based on the release susceptibility and the probability density functions derived in (b).

Despite the appropriateness of purely statistical models for predicting future slide release zones, these models indeed overlook downslope propagations. The combined model, in its turn, not only succeeds in informing where landslides would initiate, but also about their downslope impact areas. The difference between the models is even more evident when analyzing how both models would predict the susceptibility for settled areas. While the release susceptibility model assigns more than 60% of this area to the low and very low susceptibility classes, the combined model predicts that actually less than 30% of this area would be assigned to the same classes. In a region where thousands of people are living, this difference might inform a large number of people and key infrastructure prone to be landslide affected. This greatly enhances the potential of landslide susceptibility models to be applied for hazard and risk management purposes also in those areas where landslides develop into hillslope debris flows.

How to cite: Lima, P. H., Steger, S., Glade, T., and Mergili, M.: Enhancing the completeness of statistical landslide susceptibility modeling by integration of release and propagation zones, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8630, https://doi.org/10.5194/egusphere-egu2020-8630, 2020.

Extreme precipitation has become increasingly frequent in the last years in Liguria, a hilly and mountainous region in Nortwest Italy. In particular, the Genoa metropolitan area is internationally known for rainfall ground effects: from the beginning of this millennium four intense flash floods have been recorded and as many rainfall-induced landslide periods with significant impacts in roads, buildings and underground utility networks.

These phenomena are also related with more than a century of urbanization that has completely changed landforms and increased the vulnerability of the area.

The research consists of preliminary study based on the production of three different maps: Landslide inventory map, Landslide susceptibility zoning map and a preliminary Man-made landform map that could help to describe better the Urban Geomorphology of Genoa metropolitan area, characterized by isolated and spread houses laying on terraced slopes mixed with high density urban area with aged decametric retaining walls.

On site monitoring, satellite interferometric data and historical maps were used to support the production of cartography work.

In a second step, the above maps were associated with underground utility networks (water and energy) categorized by age, diameter and material to know the potential failure risks induced both by geomorphological and structural factors.

Thanks to this research underground assets management is expected to be more efficient, determining priorities for actions in areas with higher risk.

How to cite: Terrone, M., Marchese, A., Bazzurro, N., and Faccini, F.: Rainfall induced-landslides and man-made landforms mapping for underground utility networks management in a mediterranean metropolitan area (Genoa, Northwest Italy), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9830, https://doi.org/10.5194/egusphere-egu2020-9830, 2020.

EGU2020-10597 | Displays | NH3.4

Monsoon-driven landslide dynamics in Nepal – the complex mass movement system in the Muktinath Valley

Joachim Götz, Jürgen Etzlstorfer, Heidi Bernsteiner, Rainer Bell, Gerald Griesebner, and Monique Fort

The Nepalese Himalaya is affected by a major rift valley, the Thakkhola half graben (THG). Along this fault-bounded basin, the Kali Gandaki (KG) flows from the Tibetan plateau southwards to the Dhaulagiri and Annapurna massifs, where it forms the deepest gorge on earth. The THG has been filled with up to 1 km thick Plio- and Pleistocene sediments, underlain by clay shales of the Jurassic Spiti Formation that are strongly water swellable and prone to landslides. These pre-conditions led to a series of large and complex landslides, particularly along the eastern flank of the THG, with strong effects on infrastructure and the local population. One of these landslide systems (c. 15 km²) is located in the semi-arid Muktinath Valley, a tributary basin of the KG (c. 92.5 km²).  Water as most important driver of the system is provided by precipitation mainly during the summer monsoon (annual rainfall: ~ 350 mm), snowmelt and irrigation.

Against this background, we aim i) to better understand regional-scale landslide systems (spatial pattern, drivers/controls), ii) to establish a long-term monitoring of local-scale landsliding in the Muktinath Valley, and iii) to share our findings with local communities to support the development of mitigation strategies.

Reconstruction of landslide dynamics over the past 30 years is based on local information (interviews), field observations (damaged buildings and walls), geomorphological mapping and multi-temporal (ortho-) photo analyses (WorldView, Pleiades). Since 2018, annual UAV surveying is applied.

Results include a geomorphological map of the area focusing on landslide related processes and landforms, indicators of recent landslide activity, hydrologic characteristics and irrigation infrastructure, as well as the distribution of Spiti shale outcrops. Surrounding the presently most active landslide, we observed an average displacement of c. 20 cm/a since 1988 with an increasing trend towards present (30 - 50 cm/a since 2011). In the center of the most active landslide significantly higher displacements of up to 15 m have been detected since 2011, which corresponds to an average of about 2 m/a. The landslide monitoring based on UAV surveying, structure-from-motion processing and different approaches of high-resolution topographic change and error modelling (DEM resolution: 2.6 - 4.3 cm) shows massive change between April 2018 and March 2019 (gain: 33395 ± 5489 m³; loss: 50276 ± 10781 m³), accompanied by a total sediment export of 16881 ± 12098 m³ to the Jhong River. Detailed orthophotos (resolution: 1.29 - 2.15 cm) provide valuable supplementary information not only on recent landslide propagation and dynamics but also with regard to future threatened areas (opening cracks). Boosted landslide activity in 2018 is associated to the strong monsoon that heavily impacted in the larger region as well (debris flows, flash floods, multiple bank collapses): In August 2018 Muktinath recorded the highest monthly rainfall since 1978 (172 mm, DHM Nepal). 

The research is located at the interface between humans and the environment. The "symbiosis" of the local population and the landslide system is unique - and enables to deconstruct various interacting landslide processes driven and modified by climate (change) and human impact.

How to cite: Götz, J., Etzlstorfer, J., Bernsteiner, H., Bell, R., Griesebner, G., and Fort, M.: Monsoon-driven landslide dynamics in Nepal – the complex mass movement system in the Muktinath Valley, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10597, https://doi.org/10.5194/egusphere-egu2020-10597, 2020.

Groundwater and surface water may be contaminated by a range of soluble chemical compounds in regions where rocks are weathered by freeze–thaw cycles. To reduce this type of pollution, which is particularly common in mining areas, the effects of freeze–thaw weathering need to be investigated to help determine how the rock is weathered and what chemical compounds result from the weathering. The physical conditions of a rock’s surface generally change during freeze–thaw cycles, and voids on weathered surfaces tend to increase in number because of chemical dissolution of the minerals in the rock.

 

In this study, freeze–thaw experiments were performed using rock samples taken from near a mine. The physical changes in equally sized rock samples were observed during the experiment. To understand how chemical compounds were released during freeze–thaw cycles, powdered rock samples were added to distilled water and the chemical characteristics of the distilled water were determined. Information on physical changes in rocks can be used to understand how weathering affects the stability of cut slopes or tunnels, while the data from chemical analysis provide insights into the release of chemical species that can affect the surrounding natural environment.

 

We used physical and chemical (e.g. inductively coupled plasma–mass spectrometry) analysis methods to observe how the physical properties of the rocks and the chemical forms in a solution changed during a freeze–thaw experiment. The results show that the porosity and the dry density of the rock samples changed slightly during the experiment. The electrical conductivity and concentrations of chemical forms varied as the freeze–thaw cycle progressed. This study shows that weathering can be enhanced during freeze–thaw cycles and that groundwater is easily contaminated by the dissolved chemicals produced during this weathering.

How to cite: Choi, J.: Observation on change of physico-chemical properties of crystalline rocks caused by freezing-thawing experiment, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12711, https://doi.org/10.5194/egusphere-egu2020-12711, 2020.

EGU2020-12783 | Displays | NH3.4

Slope stability study of the 2001 Taipei National University of the Arts landslide

Chien Liu, Cheng-Han Lin, and Ching Hung

Situated within a subtropical and mountainous region where frequent typhoons hit, rainfall-induced landslides have been a critical issue in Taiwan. On September 29, 2001, due to the torrential rainfall brought by the Typhoon Nari and Lekima, a downslope in Taipei National University of the Arts failed. The sliding source hit and severely damaged the Tao-Yuan junior high school. Before the 2001 Taipei National University of the Arts landslide, several landslides had already occurred in this landslide-prone region. In this study, a two-dimensional (2D) slope stability analysis, based on the limit equilibrium analysis (LEA), is conducted to analyze the 2001 Taipei National University of the Arts landslide. LEA has been the most popular and widely used technique given that it can estimate the factor of safety of a slope with some preliminary site investigation information. By comparing the failure surface and factor of safety (FOS) suggested in the post-disaster report [1], reasonable soil parameters, which are in an agreement with the experimental results [1], can be obtained through the study. The obtained soil parameters can later be applied to coupled transient unsaturated seepage-stress finite element analysis (FEA) [2] that will help practical engineers to understand the onset of failure in the future study.

 

REFERENCE

  1. Taiwan Professional Geotechnical Engineers Association. (2001). National Taipei University of the Arts tennis court down slope failure reason identification and long-term remediation plan suggestion work report.
  2. Hung, C., Liu, C. H., & Chang, C. M. (2018). Numerical investigation of rainfall-induced landslide in mudstone using coupled finite and discrete element analysis. Geofluids, 2018.

How to cite: Liu, C., Lin, C.-H., and Hung, C.: Slope stability study of the 2001 Taipei National University of the Arts landslide, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12783, https://doi.org/10.5194/egusphere-egu2020-12783, 2020.

Babaoliao landslide is located in Chiayi County of Taiwan. The geological drilling and core interpretation in previous investigation showed that exist 1 to 2 meter depths of residual soil layer above the bedrock. In this area, shallow landslides frequently occur due to the intense rainfall events. An understanding of the hydro-mechanical change under rainfall infiltration within hillslope is critical to capture the slope stability. This study used hydro-mechanical coupled model and finite element analysis to compute the field water content and stress suction, and then assess the field slope stability based on theory of local of factor. Results showed the response of internal hydraulic behavior distribution is related to terrain and the depths of bedrock. The impact of rainfall on slope stability concentrated in shallow residual soil area, since higher permeability of soil cause rainfall infiltrate into hillslope easily and form lateral flow paths, thus limiting the depths of wetting front. The discontinuity of water content distribution within hillslope may accelerate the change of hydro-mechanical behavior and unstable slope development in the hillslope. This study demonstrated the varied distribution of water content, suction stress and LFS over time and space and got the insight into the relativity unstable range of the shallow slope affected by rainfall event.

How to cite: Yang, Y.-S. and Yeh, H.-F.: Influence of infiltration on Babaoliao shallow landslide in Taiwan using hydro-mechanical coupled model , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12211, https://doi.org/10.5194/egusphere-egu2020-12211, 2020.

EGU2020-18517 | Displays | NH3.4

Estimating additional root cohesion by exploiting a root topological model based on Leonardo’s Rule

Leonardo Valerio Noto, Antonio Francipane, Federico Preti, Marco Petti, and Elisa Arnone

Root topological models are schematic representations of the root structure based on a defined topology graph theory. In the context of hillslope stabilization modeling against rainfall-induced shallow landslides, the root topological models may be used in combination with root strength models assessment, such as the Root Bundle Model (RBM), to estimate the ultimate root reinforcement. The effect of plant roots on slope stabilization is determined by the interaction between soil and the hydrological processes (within the root zone) and the biotechnical characteristics of the root system, such as root length, root density, root tensile strength, root area, root diameter profile and the total number of roots. Describing adequately the root architecture of a plant species is useful, for example, to evaluate how the root structure may change in different soil and/or climatological conditions and, ultimately, as an example, to assess the most suitable plant species to be adopted.
This study exploits the potentiality of a root topological model based on Leonardo’s rule in describing root architectures of (i) different species (and tree individual) at given growth conditions, (ii) same species at different environmental conditions, e.g., exposure to light, water and nutrient availability. The former is supported by field campaign measurements from Tuscany region, the latter are reproduced starting from a reference case and imposing growth assumptions. Next, the information of the root system, in terms of root length, density, root diameter profile, total number of roots, are used to estimate, through a RBM approach, the additional root tensile force, deriving it from the force-deformation theory of linear elasticity in a rigorous framework aimed to derive the additional shear resistance from the Mohr-Coulomb’s failure plane. 
The preliminary results demonstrated the capability of the root topological model of reproducing different types of root system; additional data are required to further validate the model, with regard to the growth conditions simulation. Similarly, laboratory test of root strength would allow to quantify the improvement derived from the rigorous method adopted to estimate the additional root strength.

How to cite: Noto, L. V., Francipane, A., Preti, F., Petti, M., and Arnone, E.: Estimating additional root cohesion by exploiting a root topological model based on Leonardo’s Rule, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18517, https://doi.org/10.5194/egusphere-egu2020-18517, 2020.

EGU2020-18837 | Displays | NH3.4

Shallow landslides along the pyroclastic-mantled slopes of mount Partenio (Campania, Italy): the events of 16.12.1999 and 21.12.2019

Emilia Damiano, Luca Comegna, Roberto Greco, Pasquale Marino, Lucio Olivares, Giovanni Francesco Santonastaso, and Luciano Picarelli

As other mountainous areas of Campania (Italy), mount Partenio consists of carbonate rocks covered with layered air-fall deposits originated by eruptions of the two volcanic complexes of the area (Somma Vesuvius and Phlegrean Fields). The deposits are alternated layers of ashes (loamy sands) and pumices (sands with gravel), both materials characterized by negligible effective cohesion. The thickness of the deposit ranges between few centimeters along the steepest slopes (up to 50°) to some meters at the foot of the slopes, with gentle inclination. The equilibrium of the covers along the steepest slopes is guaranteed by the contribution of suction to soil shear strength. After intense and prolonged rain, this contribution is reduced by infiltrating water being stored within the cover, sometimes leading to shallow landslide triggering.

The two most recent landslide events in the area occurred on 16.12.1999 and 21.12.2019. In the first case, several landslides were triggered along slopes with inclination larger than 40°, in an area of about 10 km2, some of which evolved in the form of fast debris flows which caused damages to buildings and some victims in the town of Cervinara. In the second case, two major landslides were reported, one of which, along a slope with inclination between 42° and 45°, very close to two of the landslides of 1999, damaged roads and buildings in the town of San Martino Valle Caudina.

After the event of 1999, a hydro-meteorological monitoring station was installed near the scarp of the major landslide. Thanks to the monitoring data and laboratory investigation on the hydraulic properties of the involved soils, a mathematical model of the response of the slope to precipitation was developed (Greco et al., 2013). The model couples unsaturated flows in the pyroclastic cover with the groundwater system developing in the underlying fractured limestone bedrock, and it allows satisfactorily reproducing the seasonal trends of the terms of the hydrological balance of the slope (Greco et al., 2018).

In this study, the two events of 1999 and 2019 are compared, in terms of pre-event and event rainfall characteristics, as well as by simulating the response of the slopes by means of the mathematical model during the entire year until the day of the landslides. The obtained results show the importance of the interplay between predisposing conditions, related to the rainfall history during the months before the event, and the characteristics of the triggering event. The model simulations indicate that, while in 1999 failure conditions are predicted along slopes with inclination larger than 40°, regardless cover thickness, in 2019 landslide triggering is predicted only on slopes mantled by a cover thinner than 1.5 meters with inclination larger than 42°.

References

R. Greco, L. Comegna, E. Damiano, A. Guida, L. Olivares, L. Picarelli (2013). Hydrological modelling of a slope covered with shallow pyroclastic deposits from field monitoring data. Hydrology and Earth System Sciences, 17: 4001-4013.

R. Greco, P. Marino, G.F. Santonastaso, E. Damiano (2018). Interaction between perched epikarst aquifer and unsaturated soil cover in the initiation of shallow landslides in pyroclastic soils. Water, 10(7): 948.

How to cite: Damiano, E., Comegna, L., Greco, R., Marino, P., Olivares, L., Santonastaso, G. F., and Picarelli, L.: Shallow landslides along the pyroclastic-mantled slopes of mount Partenio (Campania, Italy): the events of 16.12.1999 and 21.12.2019, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18837, https://doi.org/10.5194/egusphere-egu2020-18837, 2020.

EGU2020-18980 | Displays | NH3.4

Time-lapse CSAMT measurements to record the hydrological response of the Lodève landslide to heavy meteorological events

Myriam Lajaunie, Jean-Philippe Malet, Nataliya Denchik, Stéphanie Gautier, Robert Delhaye, Adrian Flores-Orozco, and Pascal Sailhac

The Lodève landslide is a slow moving (3 to 4 mm/yr) and deep (60 m) rotational instability, located in the South-East of France, 60 km North from Montpellier (Hérault department). It is located in the Lodève basin, a set of connected steep head valleys marking the southern limit of the karstic Larzac plateau, and particularly prone to hydraulically triggered landslides. The unstable slope was progressively formed by the erosion of the upper limestone and sandstone units. The local tectonics build up resulted in a series of vertical North/South faults and fissures, allowing the water to infiltrate down to the deeper Triassic clay and evaporite layers. During heavy rainfall events, an amount of the meteoritic water infiltrates along these flow paths, down to the clay and evaporite layers from the Norian and Rhaetian era, leading to the rapid recharge of the units, the onset of high pressure in the confined layers and the decrease of the cohesion of the rock material and of the shear strength.

The Controlled Source Audio-frequency Magneto-Telluric (CSAMT) method is a low-impact, non-invasive active frequency domain electromagnetic sounding technique, deriving from the Magneto-Telluric (MT) method. An electromagnetic signal is produced a few km away from the studied site, and the electric and magnetic transfer functions of the plane wave signal are recorded at multiple frequencies, permitting the computation of far-field MT impedance tensor. CSAMT is characterized by a good vertical resolution and large depths of investigation, but poor sensitivity to the first tens of meters. For these reason, it is expected to be a good candidate method to conduct time-lapse studies in the context of pseudo-1D layered subsurface.

CSAMT data were acquired at the landslide from November 2018 to March 2019 at 8 different stations. The landslide is assumed to be a pseudo-1D medium with a tilted flat surface topography. The aim was to observe the variations of electrical resistivity related to the hydrogeological response to the heavy rains observed during the monitoring period. Sensitivity tests were realized with the software custEM. Measurements were taken at ten fundamental frequencies ranged from 510 to 9600 Hz with a Phoenix’s System-2000.net equipment and were repeated every months except in February.

The data quality is uneven from one station to another next. Most station showed significant variations in apparent resistivity. The observed variations were interpreted in a one-dimensional context, revealing lateral variations in the hydrogeological response of the slide. Complementary TDIP and DC data and high temporal geochemical and geophysical monitoring of properties at two boreholes were used to constraint the CSAMT interpretation.

How to cite: Lajaunie, M., Malet, J.-P., Denchik, N., Gautier, S., Delhaye, R., Flores-Orozco, A., and Sailhac, P.: Time-lapse CSAMT measurements to record the hydrological response of the Lodève landslide to heavy meteorological events, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18980, https://doi.org/10.5194/egusphere-egu2020-18980, 2020.

NH3.5 – Debris flows: advances on mechanics, monitoring, modelling and risk management

EGU2020-5546 | Displays | NH3.5 | Highlight

Debris-flow data collected in the Moscardo Torrent (eastern Italian Alps) between 1990 and 2019

Lorenzo Marchi, Massimo Arattano, Marco Cavalli, Federico Cazorzi, Stefano Crema, and Sara Cucchiaro

Debris-flow research requires experimental data that are difficult to collect because of the intrinsic characteristics of these processes. Both post-event field observations and monitoring in instrumented channels are suitable to collect debris-flow field data, even if with different resolutions and purposes. Monitoring in instrumented channels enables recording data that cannot be gathered by means of post-event surveys in ungauged channels. Extending the monitoring activities over multidecadal time intervals increases the significance of collected data because longer time series permit recognizing changes in debris-flow response as a consequence of changes in controlling factors, such as climate, land use, and the implementation of control works.

This paper presents debris-flows data recorded in the Moscardo Torrent (eastern Italian Alps) between 1990 and 2019. As far as we know, the Moscardo Torrent basin was the first catchment equipped with permanent instrumentation for debris-flow monitoring in Europe. The monitoring activities in the Moscardo Torrent began in 1989-1990 and still keep on, although with some gaps due to the implementation of control works in the instrumented channel (1998-2000) and the obsolescence of the instrumentation between 2007 and 2010.

Thirty debris flows were observed between 1990 and 2019; 26 of them were monitored by sensors installed on the channel (at two measuring stations for most events), while four debris flows were documented by means of post-event observations. Monitored data consist of debris-flow hydrographs, measured by means of ultrasonic sensors, and rainfall. Debris flows in the Moscardo Torrent occur from early June to the end of September, with higher frequency in the first part of summer.

This contribution presents data on triggering rainfall, flow velocity, peak discharge and volume for the monitored hydrographs. The relatively large number of debris-flow events recorded in the Moscardo Torrent has permitted to recognize the main characteristics of the debris-flow hydrographs. We used the data related to duration and the maximum depth of the debris-flow surges to define triangular hydrographs related to different event severity. Simplified triangular hydrographs show the distinctive features of debris flows (short total event duration and very short time to peak) and can help defining realistic inputs to debris-flow propagation models. A more detailed representation of hydrographs shape was achieved by averaging the recorded hydrographs of debris-flow surges. This analysis was performed on the debris flows recorded between 2002 and 2019: data for 12 surges for each of the two flow measuring stations were available. Dimensionless hydrographs were generated normalizing the flow depth by its maximum value and the time by the total surge duration. Flow peaks were aligned to preserve the sharp shape that is a distinctive feature of debris-flow hydrographs. Finally, the ordinates were averaged, and mean debris-flow hydrographs were obtained.

Debris-flow data collected in the Moscardo Torrent dataset could contribute to further analysis, including the comparison of triggering rainfall and flow variables with those recorded in other basins instrumented for debris-flows monitoring under different climate and geolithological conditions.

How to cite: Marchi, L., Arattano, M., Cavalli, M., Cazorzi, F., Crema, S., and Cucchiaro, S.: Debris-flow data collected in the Moscardo Torrent (eastern Italian Alps) between 1990 and 2019, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5546, https://doi.org/10.5194/egusphere-egu2020-5546, 2020.

EGU2020-1614 | Displays | NH3.5

Spatio-temporal patterns of debris-flow erosion and deposition in the Illgraben torrent

Tjalling de Haas, Wiebe Nijland, and Brian McArdell

Debris flows can grow greatly in size and hazardous potential by eroding bed material, but effective hazard assessment and mitigation is currently hampered by limited understanding of erosion and deposition dynamics. We have collected high-resolution pre- and post-flow topography with drone-based photogrammetry in the Illgraben channel in the Swiss Alps. We present erosion and deposition patterns as a result of six debris flows and intensive subcatchment activity over a 3.3 km long unconsolidated reach with check dams, and interpret these erosion and deposition patterns with in-situ flow measurements. We show that the spatio-temporal patterns of erosion and deposition in natural debris-flow torrents are highly variable and dynamic. We identify a memory effect where erosion is strong at locations of strong deposition during previous flows and vice versa. Large sediment inputs from subcatchments initially result in new channel erosion through the subcatchments deposits and at the same time upstream deposition as a result of backwater effects. It is generally believed that erosion increases with debris-flow magnitude, but we show that there is a limit to debris-flow bulking set by channel geometry. Large flows that overtop their channel deposit large amount of sediment in levees and on overbanks, leading to net deposition despite strong thalweg erosion, and thus a decrease in flow volume. These findings provide key guidelines for flow volume forecasting, emphasizing the importance of memory effects and the need to resolve both erosion and deposition for accurate flow volume estimation.

How to cite: de Haas, T., Nijland, W., and McArdell, B.: Spatio-temporal patterns of debris-flow erosion and deposition in the Illgraben torrent, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1614, https://doi.org/10.5194/egusphere-egu2020-1614, 2020.

EGU2020-21300 | Displays | NH3.5 | Highlight

The Influence of Debris Flow Activity on the Sediment of the Lake Plansee over 3.6 ka (Tyrol, Austria)

Carolin Kiefer, Michael Krautblatter, Christoph Mayr, Patrick Oswald, and Michael Strasser

Debris flows represent a widespread geomorphological hazard in mountainous regions. Understanding the long-term dynamics of debris flow activity in view of climate change is crucial for the prevention and mitigation of future events. The activity of debris flows is evidently linked to the magnitude of rainstorms. Dietrich & Krautblatter (2017) found an increase in debris flow volumes after 1980 by a factor of 2 compared to the period 1947-1980 and by a factor of 3 compared to the mean Lateglacial/Holocene debris flow volumes by investigating aerial photos of the surroundings of lake Plansee (Reutte, Austria) and estimating debris flow cone volumes with geophysical methods.

In this study, the terrestrial observations of increasing debris flow volumes were compared with the subaquatic deposits from the deepest basin of the lake. The debris flow volume within a three-month period on a large debris cone was monitored by Terrestrial Laserscanning (TLS) and the debris flow activity over the last 3 600 years was reconstructed using sediment cores. Four short cores of up to 145 cm depth were recovered in a transect from the shallow subaquatic debris cone area to the deepest basin of the lake. The grain size, density, Magnetic Susceptibility as well as the d13-C, d15N- and C/N-ratios of the sediment were analyzed.

The Terrestrial Laserscans revealed a sediment delivery ratio of 30% for the steep debris cone bordering the lake. In the four correlated short cores, 52 debris flow events were differentiated within the last 3 600 years of sedimentation. The proportion of event layers in the cores ranges between 34% and 57% of the total section thickness. The sedimentation rates from a dated core confirm the increase of debris flow activity that was observed with terrestrial methods by Dietrich & Krautblatter (2017). The sedimentation rates show an 11-fold increase after 1930 compared to the rates before 1930 and a 5-fold to 12-fold increase compared to the average Holocene sedimentation rates in lake Plansee. Three types of event deposits were distinguished according to sedimentological criteria: flood-triggered debris flows, earthquake-induced subaquatic suspension flows and mega-events. The TOC/TN ratios of the sediment reveal a permanent influence of terrestrial carbon on the lake sediment and a mixed source of allochthonous and autochthonous organic matter. Large debris flow events can be distinguished from background sediments by increased d13C isotope ratios.

The results of this study reveal further scientific proof for the increase of debris flow activity in conjunction with increasing rainstorm activity. Here we show one of the first long-term archives of debris flow activity in the Northern Alps spanning the last 3 600 years and revealing cyclic shifts in debris-flow transport volumes by one order of magnitude.

How to cite: Kiefer, C., Krautblatter, M., Mayr, C., Oswald, P., and Strasser, M.: The Influence of Debris Flow Activity on the Sediment of the Lake Plansee over 3.6 ka (Tyrol, Austria), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21300, https://doi.org/10.5194/egusphere-egu2020-21300, 2020.

EGU2020-11542 | Displays | NH3.5

Development of a Post-Wildfire Response to Debris Flow Protection

William Kane, Mallory Jones, and Lesley Firestein

In January 2018, deadly debris flows swept through the community of Montecito, California. The Santa Ynez Mountains above the town had been denuded by the Thomas Fire in Fall 2017. Twenty-three people were killed by the massive boulders and debris that swept down from the canyons during an intense rain event.

After the disaster, residents realized that waiting for protection from various agencies would take too long. Instead, they banded together and formed a non-profit organization, The Partnership for Resilient Communities (TPRC), to raise private funds and construct protective measures.
      
Research indicated that flexible debris nets designed by experienced geoengineers would be the quickest and most environmentally sound approach. Geobrugg AG, Romanshorn, Switzerland was selected as the supplier of the nets since it has a long research and implementation background. KANE GeoTech teamed with Access Limited Construction, Oceano, California to actualize the project. KANE and Access have designed and installed more Geobrugg debris nets in North America than any other firms and thus were the natural choices for this fast-track project.

Money was raised from private donors and nets constructed. Once nets were installed the purpose of TPRC had been realized. However, much knowledge was gained on aspects of permitting, locating, engineering, and constructing the nets. A new organization, Presilience Partners, was formed. The organization is composed of members of the TPRC, KANE GeoTech, Geobrugg AG, Access Limited, and the University of California, Santa Barbara. Its mission is to take the lessons learned and develop a response protocol for protection from future wildfire/debris flows.

This presentation will review the innovations developed in the past and describe ongoing work.

How to cite: Kane, W., Jones, M., and Firestein, L.: Development of a Post-Wildfire Response to Debris Flow Protection, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11542, https://doi.org/10.5194/egusphere-egu2020-11542, 2020.

EGU2020-12809 | Displays | NH3.5

Key Problems on Debris Flow Control Engineering after Wenchuan Earthquake in China

Yanchao Gao, Songjiang Zhao, Jiazhu Wang, and Wei Xu

Strong earthquakes often induce a substantial rise in secondary geohazards. This problem has been studied more after the Great Kanto Earthquake in Japan and the Chichi Earthquake in Taiwan. In western China, after the 2008 Mw7.9 Wenchuan earthquake, large-scale regional debris flows occurred in 2008, 2009, 2010, 2011, 2013, 2014, and 2019 in the strong earthquake zone. Many control projects have been constructed, including more than 1,000 check dams. Part of the projects were damaged in the subsequent large debris flows. Debris flow after the earthquake is characterized by many loose sources, high frequency and large magnitude. Traditional design parameters and control engineering cannot meet disaster prevention requirements. In the 11 years after the Wenchuan earthquake, our research team continued to investigate the formation of the debris flow in the earthquake area, and summarized the reasons for the failure of the control projects, such as the low estimate of the loose sources and the insufficient design capacity of the check dam. In response to the above problems, we have proposed corresponding solutions, including the optimal combination of different control measures, the design of the dam site and storage capacity, and the structural form of the check dam. This optimization concept has been applied in debris flow prevention such as Qipan gully and Shaofang gully and has achieved good control results. The research provides a reference for subsequent disaster prevention and mitigation in similar earthquake areas.

How to cite: Gao, Y., Zhao, S., Wang, J., and Xu, W.: Key Problems on Debris Flow Control Engineering after Wenchuan Earthquake in China, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12809, https://doi.org/10.5194/egusphere-egu2020-12809, 2020.

EGU2020-17017 | Displays | NH3.5

Climate change impacts on sediment yield and debris-flow activity at the Illgraben, Switzerland

Jacob Hirschberg, Simone Fatichi, Georgie Bennett, Brian McArdell, Stuart Lane, and Peter Molnar

Debris flows are rapid mass movements composed of a mixture of water and sediments and often pose a danger to humans and infrastructure. In the Alpine environment, they are mostly triggered by intense rainfall, snowmelt or a combination thereof, and conditioned by sediment availability. Their occurrence is expected to increase in a warmer climate due to changes in the hydrological regime (e.g. higher rainfall intensity, lower duration of snow cover). Furthermore, sediment production is likely to accelerate due to permafrost thawing and changes in freeze-thaw cycles, resulting in increased sediment availability. For the purpose of climate change impact assessment on sediment yield and debris-flow activity, interactions and feedbacks of climate and the aforementioned processes need to be considered jointly.

In the study presented here, we address this challenge by forcing a sediment cascade model (SedCas1) with precipitation and temperature from a stochastic weather generator (AWE-GEN2) producing ensembles of possible climate in the present and for the future. The chosen study site is the Illgraben, a debris-flow prone catchment in the Swiss Alps which currently produces 3-4 debris flows yearly on average. SedCas conceptualizes a geomorphic system in which hillslopes produce and store sediments from landslides and eventually deliver them to the channels. From there, sediments can be mobilized by concentrated surface runoff and transferred out of the catchment in form of bedload, hypreconcentrated flow, or debris flows, depending on the surface runoff magnitude and the sediment availability. AWE-GEN operates at the hourly scale and is trained for the current climate with observed data and for the future climate using the newest climate change projections for Switzerland CH2018 developed by the National Center for Climate Services3.

Preliminary results reveal a likely increase in debris-flow occurrence in the Illgraben in the future. Such an increase can be attributed to an extension in the debris-flow seasonal changes in the discharge regime. Furthermore, the number of landslides filling the sediment storage increases because they are affected by a shorter duration of snow cover and thus greater exposure to freeze-thaw weathering. However, projections are subject to large uncertainties, stemming not only from uncertainty in climate scenarios, but also from internal climate variability. Furthermore, the simplified hillslope weathering and debris-flow triggering mechanisms contribute to the overall uncertainty. Nevertheless, the methodology is thought to be transferable to any sediment-cascade-like catchment where dominant processes are driven by climate. Lastly, this work highlights the importance of considering stochasticity in climate and sediment history for projections of magnitudes and frequencies of relative rare events as debris flows. This allows us to explicitly separate climate change signals in geomorphic processes from fluctuations induced by internal natural variability.

REFERENCES

1 Bennett, G. L., et al. "A probabilistic sediment cascade model of sediment transfer in the Illgraben." Water Resources Research 50.2 (2014): 1225-1244. doi: 10.1002/2013WR013806

2 Fatichi, S., et al. "Simulation of future climate scenarios with a weather generator." Advances in Water Resources 34.4 (2011): 448-467. doi: 10.1016/j.advwatres.2010.12.013

3 CH2018 - Climate Scenarios for Switzerland. National Centre for Climate Services (2018): doi: 10.18751/Climate/Scenarios/CH2018/1.0

How to cite: Hirschberg, J., Fatichi, S., Bennett, G., McArdell, B., Lane, S., and Molnar, P.: Climate change impacts on sediment yield and debris-flow activity at the Illgraben, Switzerland, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-17017, https://doi.org/10.5194/egusphere-egu2020-17017, 2020.

EGU2020-21379 | Displays | NH3.5 | Highlight

Community-based Mountain Disaster Risk Management during Emergency Evacuation Process: Evidence from China

Rong Chen, Peng Cui, Shengnan Wu, and Rongzhi Tan

The frequent occurrences of mountain disasters have posed a huge threat to the safety of life and property of settlement residents, which bring serious challenges to the post-disaster reconstruction and sustainable development of the affected area, especially in countryside resort areas. The countryside resort areas are populated with tourists whose risk perception and risk behaviours against mountain hazards are unpredictable, which has made the evacuation difficult or even worsened the situation when mountain hazards occur. How to evacuate evacuees to safety in mountain disasters is an important issue for disaster emergency management. By far, little attention has been given to emergency evacuation during mountain disasters in China. Based on mountain disaster events from 2008 to 2019, and 1385 households samples that obtained by stratified random sampling and questionnaire survey, this study has proved ‘Public Participation Monitoring and Warning System’ (PPMWS) is an essential tool to reduce related deaths. Furthermore, the roles and interfaces of different stakeholders in emergency evacuation process are discussed for the purpose to find out the unforeseen circumstances and vulnerable spots. The results show that the farmhouse owners and monitoring personnels play the key roles in emergency evacuation process. The evacuation model led by monitoring personnels is summarized and feasible measures to reduce risks and casualties of mountain disasters are proposed and applied in Longmenshan Town, Pengzhou, Sichuan. The results of this study will improve the efficiency of evacuation and provide scientific support for mountain disaster risk management in mountainous area.

How to cite: Chen, R., Cui, P., Wu, S., and Tan, R.: Community-based Mountain Disaster Risk Management during Emergency Evacuation Process: Evidence from China, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21379, https://doi.org/10.5194/egusphere-egu2020-21379, 2020.

EGU2020-18219 | Displays | NH3.5 | Highlight

Assessing lahar hazards at Cotopaxi volcano (Ecuador) controlled by volcanic eruptions and glacier retreat

Theresa Frimberger, Franziska Petry, and Michael Krautblatter

Lahars rank as one of the most destructive hazards at Cotopaxi volcano (5897 m asl) due to the presence of a massive glacier cap, the frequency of eruptions and the high population density in the surrounding, potentially inundated valleys. In 1877, Cotopaxi experienced the last major VEI 3-4 eruption, producing syneruptive lahars of 60-100 million m3 that travelled hundreds of km downstream.  Few lahar simulations based on empirical or fluid dynamic approaches exist for Cotopaxi, but here we introduce a calibrated numerical debris flow model capable of reproducing confluence and erosivity of flows.

In this study, we back-calculate the well documented 1877 lahar event using the 2D debris flow model RAMMS, which is based on the Voellmy-Salm friction approach and includes an entrainment algorithm. We first evaluate the sensitivity and range of possible model input parameters by systematically varying model inputs for release volume, density and frictional resistance (Coulomb type friction μ [-] and turbulent friction ξ [ms-2]). Supported by a probabilistic analysis, we find that a choice of historical and field-derived calibration metrics of the 1877 lahar event along the northern lahar trajectory can well constrain most likely input parameters for frictional resistance. Our results show that modelling large-scale primary lahars at Cotopaxi is strongly controlled by very small values for Coulomb friction μ (0.005-0.015). Finally, we apply the calibrated model to typical eruption scenarios of Cotopaxi (VEI 1 to >4) in order to enable a realistic lahar hazard representation.

Considering the rapid rise of the equilibrium-line altitude of tropical Andean glaciers together with reports on secondary lahars at the eastern flank of Cotopaxi without any clear trigger, we hypothesize a process-based link between the two phenomena.  Geoelectrical and refraction seismic field surveys near the glacier margin (5000- 5300 m asl) have been conducted in order to gain a better understanding of the structure, conditions and degree of freezing of the subsurface, which is dominated by loose pyroclastic material and interbedded lava layers. The tomography results are highlighted within the concept of permafrost degradation and accompanied material weakening as potential triggering mechanism for secondary lahars.

Here we show 1) a carefully calibrated numerical lahar model at Cotopaxi capable of reproducing previously non-respected effects such as confluence, erosion reach and propagation speed, and 2) first measurements addressing the role of glacier retreat on the formation of secondary lahars. Our results contribute to the multi-hazard risk assessment in the RIESGOS project funded by the German Ministry of Education and Research.

How to cite: Frimberger, T., Petry, F., and Krautblatter, M.: Assessing lahar hazards at Cotopaxi volcano (Ecuador) controlled by volcanic eruptions and glacier retreat, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18219, https://doi.org/10.5194/egusphere-egu2020-18219, 2020.

EGU2020-11752 | Displays | NH3.5

1D and 2D Debris Flow Modeling with HEC-RAS

Alejandro Sanchez, Stanford Gibson, Cameron Ackerman, and Ian Floyd

The Hydrologic Engineering Center River Analysis System (HEC-RAS) is a free software developed by the United States Army Corps of Engineers for simulating hydraulics, sediment transport, and water quality.  We present on the recent and ongoing developments of non-Newtonian flow and mobile bed modeling within HEC-RAS. The numerical models solve the in one-dimensional (1D) St. Venant equation, and the two-dimensional (2D) Diffusion Wave and Shallow Water Equations with corrections and modifications for non-Newtonian flows and steep slopes. The equations are solved using a combination of Finite-Difference and Finite-Volume methods on unstructured grids (for 2D). Several flow resistance laws are implemented including the Bingham, Coulomb, Herschel-Bulkley, and Voellmy models. Sediment transport is simulated in 2D with a total-load advection-diffusion model with corrections for steep slopes and high concentrations. A subgrid modeling approach is utilized for hydraulics and sediment transport, which allows for larger computational cells while maintaining accuracy. The numerical models have been verified with analytical test cases, and validated with small and large scale physical experiments and field applications. The results demonstrate the applicability of HEC-RAS as a tool for natural hazard studies involving non-Newtonian flows.

How to cite: Sanchez, A., Gibson, S., Ackerman, C., and Floyd, I.: 1D and 2D Debris Flow Modeling with HEC-RAS, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11752, https://doi.org/10.5194/egusphere-egu2020-11752, 2020.

Since 2004, observations of shear and normal stresses have been collected at the base of naturally-triggered debris flows at the Illgraben observation station (Wallis, Switzerland) [1].   Because flow height and the normal force are simultaneously measured, and limited observations of basal fluid pore pressure are available, it is possible to investigate how the solid/fluid contents of the flow influence the measured shear stress.  The experimental results have emphasized two debris flow properties: (1) Debris flows are characterized by rocky or boulder-rich front, following by a fluidized tail. Consequently, the mass density varies from large values at the front of the flow to lower values towards the tail. A comparison between different debris flow events, however, likewise reveals that the streamwise change in density can vary dramatically between two different events. (2) The relationship between the measured shear and normal tress is highly non-linear. 

Operating on the assumption that the streamwise change in density (or equivalently change in streamwise composition) is primarily responsible for the observed non-linear stress behavior, we develop a rheological model describing two-phase debris flow motion. The underlying idea behind the model is that the granular content of the flow can dilate, changing the solid/fluid composition of the flow, and thereby alter the bulk flow density. The model allows us to estimate the correct debris flow composition for different classes of debris flow varying from granular to muddy fluid. Based on these results, we are then able to reproduce the measured shear stress data when we simulate the measured events numerically.  The results appear to confirm dilatant-type flow models proposed by Takahashi [2], and later developed in detail by Iverson and George [3]. The model is used to back-calculate recent debris flow events that occurred near Davos Switzerland in 2018/2019.

 

 

 

REFERENCES

  1. McArdell, B.W., Bartelt, P. and Kowalski, J. (2007): Field observations of basal forces and fluid pore pressure in a debris flow, Geophysical Research Letters, Vol. 34, No. L07406.

 

  1. Takahashi, T. (2007): Debris flows: mechanics, prediction and countermeasures, Taylor and Francis / Balkema, 448pp.

 

  1. George, D. L., & Iverson, R. M. (2011). A two-phase debris-flow model that includes coupled evolution of volume fractions, granular dilatancy, and pore-fluid pressure. Italian journal of engineering geology and Environment, 43, 415-424.

How to cite: Meyrat, G.: A two-phase dilatant debris flow model based on full scale shear stress and pore pressure measurements, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21752, https://doi.org/10.5194/egusphere-egu2020-21752, 2020.

EGU2020-19245 | Displays | NH3.5

Comparing a newly developed DEM-based runout model for hillslope debris flows with full-scale experiments and historical events

Adel Albaba, Niels Hollard, Christoph Schaller, Massimiliano Schwarz, and Luuk Dorren

The increasing urbanization of mountainous areas increased the risk imposed on residential buildings and infrastructure. In Switzerland, shallow landslides and hillslope debris flows are responsible every year for high infrastructure damage, blocking of important highways, evacuations and deaths. Up till now, the assessment of these processes has been mainly based on the experience of experts, especially in the assessment of their run-out extent and expected damage. In this research we present a new computationally efficient Discrete Element Model (DEM) which has been developed for the aim of simulating the run-out of hillslope debris flows.

YADE-DEM open source code has been extended and an elasto-plastic adhesive contact law have been implemented, which partially account for the presence of the fluid composed of water and find material. This is achieved through the adhesive aspect of the contact law, which would indirectly take the presence of such fluid into account, as this fluid would increase the cohesion of the flowing mass. A parametric study has been carried out to define the most sensitive model parameters, which were found to be the microscopic basal friction angle (Φb) and the ratio between stiffness parameters (loading and unloading) of the flowing particles . Data of full-scale experiments of hillslope debris flows were used to compare the flow kinematics with the model’s prediction. A good agreement between the model and experiments was observed concerning the mean front velocity (average margin of error of 8%) and the maximum applied pressure (average margin of error of 5%), with less agreement of the flow height (average margin of error of 13%). Detailed comparisons of pressure evolution between different selected experiments and simulations revealed the model’s capability of reproducing observed pressure curves, especially during the primary loading phase, leading to maximum pressure.

In order to test the model’s prediction of run-out distance of hillslope debris flow, hundreds of past hillslope debris flow events in the Swiss Alps were analyzed and 30 cases were selected representing different situations (i.e. different release volumes, slopes and forest cover). Due to the discrete nature of results in YADE, a GIS algorithm was developed in order to create envelopes representing the temporal evolution of the simulated propagating processes, which were compared to the those of the historical events. Results of the comparison revealed that, with the calibration of the two sensitive parameters in YADE, a fair to very good agreement was observed between the envelopes of the model and those of historical events for 87% of the tested cases. Difficulties in reproducing the envelopes of the rest of the cases are linked to the uncertainties in the mapping of the envelopes of past events, the role of the forest which is not taken into account in the model, and the lack of direct representation of fluid in the model.

How to cite: Albaba, A., Hollard, N., Schaller, C., Schwarz, M., and Dorren, L.: Comparing a newly developed DEM-based runout model for hillslope debris flows with full-scale experiments and historical events, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19245, https://doi.org/10.5194/egusphere-egu2020-19245, 2020.

EGU2020-7363 | Displays | NH3.5

A criteria-set for the construction of a model cascade for fall-to-flow landslide chains

Nina Marlovits, Martin Mergili, Alexander Preh, and Thomas Glade

Some of the most destructive landslide events in history have evolved through cascading effects where, for example, a rock fall in High Alpine areas transforms into a flow of rock, debris, ice, or snow. Amplification effects often result in high velocities and energies. As a result, such events can destroy private properties, infrastructure or can even lead to loss of life even in areas distant from the source.

In order to reduce the negative consequences of cascading landslide processes, numerical modelling can enrich the efficiency of risk management strategies. Unfortunately, most landslide run-out simulation models are designed either for fall or flow processes. However, it is presumed that, at least in some cases, cascading effects cannot be properly represented by only one single process model. Due to the complexity of combining and comparing models for fall and flow processes, not many attempts to do so have been documented.

In an attempt to fill this gap, the primary goal of this study is to define a criteria-set on how and when to couple the models, based on appropriate key parameters. Hence, we analyse computer models for fall and flow processes and evaluate whether their combination can provide an appropriate description of cascading landslides. A set of well-documented fall-flow events is back-calculated. Fall and flow are first simulated separately, with some overlap, each with a tool tailored for the corresponding process, based on detailed information on the case study. The input and output parameters for the overlapping areas are then analysed to investigate how and when process chains are linked. Thereby, one of the key challenges consists in the spatial transformation of the output of fall models to the input of flow models.

The findings will be used to develop a simulation framework allowing for the automated combination of fall and flow models In order to efficiently perform simulations which can be used as input for the design of hazard and risk management measures.

How to cite: Marlovits, N., Mergili, M., Preh, A., and Glade, T.: A criteria-set for the construction of a model cascade for fall-to-flow landslide chains, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7363, https://doi.org/10.5194/egusphere-egu2020-7363, 2020.

Flexible barriers have been increasingly used in the mitigation of destructive geophysical flows, including rock avalanches, debris avalanches, debris flood, muddy debris flows as well as muddy flows. No rigorous analytical tools are available for the design of flexible barriers to resist a wide spectrum of geophysical flows of different natures and over a broad Froude-number range. Responses of a flexible barrier to the impacts of geophysical flows are known to be exceedingly complicated, involving intricate multi-body, multi-phase interactions, mass exchange and transportation and energy transformation/dissipation which are challenging for both numerical and physical modelers. To investigate the complex interactions between channelized geophysical flows and a non-uniform flexible barrier, a unified hydro-mechanical modeling framework was developed based on the coupled computational fluid dynamics and discrete element method (CFD/DEM). Five typical geophysical flows were modeled, for instance, a muddy debris flow was considered as a mixture of a continuous viscous fluid phase and a discrete phase consisting of gap-graded frictional particles. A permeable flexible barrier consisting of deformable meshes, cables and energy dissipators was modeled by applying the DEM accounting for connections and contact in a realistic manner. The coupled CFD/DEM model was well validated by experimental data in the literature. Based on the simulations, we examined the dynamics of flow-barrier interactions, energy dissipation mechanism, regime quantification, peak-static load ratio, momentum reduction and the correlations between flow Froude number/solid fraction and the impact mechanism transitions. It was observed that the peak-static load ratio in a flexible barrier increases while the barrier-induced momentum reduction of overflow decreases with increasing flow Froude-number. The analyses of the peak-static load ratio showed that rock avalanches generate the largest one and muddy flows generate the lowest one. For the first time, the impact mechanism transitions from pile-up to run-up for five geophysical flows impacting on a non-uniform flexible barrier were quantitatively identified according to the approaching flow dynamics and solid fraction. (The study was supported by RGC/HK under T22-603/15N and GRF#16205418.​)

How to cite: Kong, Y., Zhao, J., and Li, X.: Assessing the performance of flexible barrier subjected to impacts of typical geophysical flows: a unified computational approach based on coupled CFD/DEM, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2797, https://doi.org/10.5194/egusphere-egu2020-2797, 2020.

EGU2020-18157 | Displays | NH3.5

Debris flow interaction with structures: challenges to traditional load models

Alessandro Leonardi, Andrea Pasqua, and Marina Pirulli

Debris flow barriers often feature one or more filter elements, i.e. narrow outlets that induce deposition of the coarsest sediments, while allowing water and fines to filter through. Slit dams and steel nets are examples of this type of barriers. The design of the filter elements must balance the need to trap boulders and to dissipate the flow energy, while keeping maintenance work as low as possible.

Filter barriers elude the traditional load model prescribed by guidelines. Under some conditions, the outlets can clog with large boulders. The time necessary for this to happen mainly depends on the relative size between boulder and outlet, and is a nonlinear function of the flow composition. In any case, the main clogging mechanism is the formation of granular arches. These can induce significant load also in directions different from the main direction of the incoming flow.

Unless the barrier is specifically designed to withstand this type of load, granular arches, but also prolonged flow through the outlet, can induce deterioration and loss of functionality of the structure. In this work, we estimate these effects employing a combination of discrete- and continuum-based numerical methods. We evaluate the performance of two types of debris-resisting barriers, comparing the results with laboratory measurements and with the outcome of a monitoring campaign on a real barrier located in the Italian alps.

 

 

References:

Leonardi, A., Goodwin, G. R., & Pirulli, M. (2019). The force exerted by granular flows on slit dams. Acta Geotechnica, 14(6), 1949–1963.

Leonardi, A., & Pirulli, M. (2020). Analysis of the load exerted by debris flows on filter barriers : Comparison between numerical results and field measurements. Computer & Geotechnics, 118, 103311.

How to cite: Leonardi, A., Pasqua, A., and Pirulli, M.: Debris flow interaction with structures: challenges to traditional load models, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18157, https://doi.org/10.5194/egusphere-egu2020-18157, 2020.

EGU2020-10642 | Displays | NH3.5

Internal kinematics in a planar granular column collapse

Miguel Angel Cabrera and Gustavo Pinzón

The granular column collapse is a simplified system of the complex dynamics observed in gravity-driven natural mass-movements (i.e., landslides, debris flows, rock avalanches) and industrial applications (i.e., pharmaceutics, concrete, and food industry). In this system, a granular column is built with an initial height and initial width and then is allowed to collapse by self-weight onto a horizontal plane, while observing the variation in runout as a function of its initial geometry. Despite its wide use in the study of mass-movements mobility, either dry or with a liquid, little is known on the internal physics during collapse and its variation when immersed in an ambient fluid. This work presents a planar setup that allows the study of fully and partially immersed granular columns, with little disturbance at release [1]. The use of a planar configuration allows the monitoring of the moving mass and its deformation patterns, providing a unique insight into the particle-fluid interactions at release and during collapse that were not possible before. These observations are of great importance for the understanding of particle-fluid interactions at a mesoscale and can shed light into larger processes like a submarine and subaerial landslides. This work addresses these interactions by varying the geometry and measuring the mobility in dry and immersed conditions. The associated deformation patterns are observed both at the column-scale and at the particle-scale, reflecting in the velocity scaling of a deformable and moving granular mass and the occasional ejection of particles at its surface. We observed that the area of the released portion decreases during collapse and converges toward an equivalent portion of surface particles with little influence by the initial column geometry. These observations validate the planar setup for the study of granular columns, provides a novel interpretation in the momentum transfer in particle-fluid systems, and sets a validation case for future numerical simulations.

[1] Pinzon & Cabrera, Planar collapse of a submerged granular column. Physics of fluids, v31, 2019.

How to cite: Cabrera, M. A. and Pinzón, G.: Internal kinematics in a planar granular column collapse, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10642, https://doi.org/10.5194/egusphere-egu2020-10642, 2020.

The shear behavior of granular materials has drawn considerable attention due to its great potential for various geophysical processes such as landslides and debris flows. Field and remote sensing observations reveal that the progressive maturation of these geophysical events may involve different styles of movement, such as stable creep, periodic slow sliding or accelerative sliding. Laboratory experiments also suggest that the mechanical conditions of granular materials may play a significant role in controlling diverse frictional behaviors, such as shear-rate weakening or strengthening. Furthermore, the granular frictional processes may involve abrupt perturbations of internal forces and release of strain energy. Such energy release events are manifested in the generation of high frequency (kHz-MHz) elastic waves, termed acoustic emissions (AEs), which deliver important information concerning the physical processes of granular shearing deformation.

A significant, though still inconclusive, body of research has been directed toward revealing possible mechanisms of AEs occurring on rock or among granular materials in shear. These studies attributed the generation of AEs to the formation of microcracks in intact rocks, the breaking of asperities between solid surfaces or the rearrangement of grain contacts. In this study, we performed laboratory tests on granular analogues composed of spherical glass beads in a ring shear configuration under conditions of room temperature and atmospheric humidity to examine whether the AE events are correlated with mechanical response. For measurements of elastic waves, a high-frequency AE transducer was installed near the shear plane. AE signals and mechanical data were synchronously sampled at the rate of 1 MHz using an additional recoding system.

The results show that (1) there is a strong correlation between the stress drop and the main acoustic burst; (2) the primary frequency bands are in the tens of kHz ranges for acoustic signals generated during granular shearing; (3) the onset of AE amplitudes precedes the impending global mechanical failures by several milliseconds.

How to cite: Jiang, Y. and Wang, G.: Characteristics of mechanical response and acoustic emission during granular shearing, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6335, https://doi.org/10.5194/egusphere-egu2020-6335, 2020.

EGU2020-20756 | Displays | NH3.5

Mechanism of air entry during collapse of saturated and unsaturated columns of transparent granular soil

Alexander Taylor-Noonan, Natalie Arpin, Miguel Cabrera, Greg Siemens, and W Andrew Take
The granular column collapse experiment, which consists of the rapid removal of lateral support to a column of granular material, is an important benchmark case for the physical and numerical study of transitional mass flows. While other researchers have focussed on the link between the aspect ratio of the column to mobility of the flow, these experiments are also an important platform to evaluate frameworks for triggering of slope failures.
 
Critical state soil mechanics centers around the theory that initially dense soils will dilate, and initially loose soils will contract upon shearing. If the soil is sheared at a rate which exceeds the rate which fluids can be expelled or drawn into the pore space between particles, the shearing is considered to be occuring at constant volume and termed “undrained”. This state is associated with a rise in pore fluid pressure and a reduction in intergranular normal effective stress. The authors have conducted experiments varying the time scales of the volume change and dissipation processes. In these experiments, a novel transparent soil mixture comprised of quartz and mineral oil was utilized to visualize the saturation regime of soils during the granular column collapse experiment. Particular attention was paid to triggering mechanisms and the transition between the metastable state and avalanche regimes. The transparent material allowed visual confirmation of the volume change during shearing and important insights were gained into the role of the unsaturated soil condition in temporary strength. These observations have implications beyond the column collapse experiment, including the initiation of debris flow experiments as well as analysis of triggering mechanisms of unstable slopes in the field.

How to cite: Taylor-Noonan, A., Arpin, N., Cabrera, M., Siemens, G., and Take, W. A.: Mechanism of air entry during collapse of saturated and unsaturated columns of transparent granular soil , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20756, https://doi.org/10.5194/egusphere-egu2020-20756, 2020.

EGU2020-1967 | Displays | NH3.5

The experimental research on initiation mechanism of debris flow from glacial till

Yongbo Tie, Jintao Jiang, and Shuai Wang

The debris flow initiate by glacial till always dangers the local residents and facilities in alpine region in southwest China. The study of debris flow initiate from glacial till can help in understanding the mechanism of glacial till transfer to debris flow, in revealing the development of alpine mountainous topography. In this study, we designed analogue experiments that simulate the initiating process of glacial till eroded by the runoff. This research focuses on the relationship between the glacial till initiating and the critical value of flow velocity by performing analogue experiments with different flow velocity under a constant slope of landform.

A particle analysis of the modeled glacial till take from field allows understanding the structure of tested soil and standardizing the critical value of debris flow initiation. After the rush of flow with different velocity, the tested glacial till reaches a failure condition (i.e., the movement of certain particle, the undercutting of soil) which was assigned as the evidence for debris flow initiating. Results show that there are three types of erosion occurred during the experiment, the sheet erosion related to flood generation, the vertical erosion related to debris flow initiation, and lateral erosion related to the volume increasing of debris flow. Results show that the time duration of debris flow initiation are negative correlated with the velocity of flow. Because of the distribution of glacial till particle, the surface of the longitudinal profile showed corrugated form after the eroding of flow, this mainly depends on the infiltration zone where the water content of glacial till are saturated.

In the early period before the formation of debris flow, the main type of soil erosion was sheet erosion, the dual peak structure of glacial till made it easy to start up the soil with fine particles in the action of runoff scouring. Therefore, the sediment content in the flood could be improved, which provided a precondition for the formation of debris flow. In this process, the influence of runoff velocity was significant. According to the statistical results of the experiment, the faster the runoff velocity was, the faster the glacial till erosion rate was; and on the contrary, the slower the glacial till erosion rate was. We show that faster the flow velocity was, relatively shorter time the flood took to form, but relatively longer time the debris flow took to start. Finally, our results demonstrate the runoff scouring first leads to the removal of fine particles in glacial till, then the coarse grained soil was unstable due to the loss of foundation support and it initiated to form debris flows.

How to cite: Tie, Y., Jiang, J., and Wang, S.: The experimental research on initiation mechanism of debris flow from glacial till, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1967, https://doi.org/10.5194/egusphere-egu2020-1967, 2020.

The dynamics of granular media, involved in several hazardous geophysical phenomena such as debris flows and avalanches, is extremely complex and still represents a hot topic for the scientific community and specialists. When choosing a mathematical tool to describe such flows, depth-averaged models remain the first choice especially in large field-scale applications, while three-dimensional and discrete element models are more complete but very computationally expensive. However, the dynamics variations along the flow depth cannot be described by classical depth-averaged models. With the aim of getting a better insight into the dense regime of granular flows, which is the most common in nature, we report a laboratory investigation where a number of dense dry granular flows with different basal boundary conditions and flow rates are studied in a 2m-long Plexiglas flume. The employed granular medium consists of small spheroidal beads (d≈3mm), made of acetal resin (POM). The flume is instrumented with a high-speed digital camera and a no-flicker planar lamp, so that reliable measurements of the velocity and of the volume fraction at the side wall are obtained by using a multi-pass particle image velocimetry (PIV) approach [Sarno et al., Adv. Powder Tech., 2018] and a stochastic-optical method (SOM) [Sarno et al., Granul. Matter, 2016]. By iteratively decreasing the interrogation window in the PIV analysis down to approximately half the grain size, it is possible to estimate the magnitude of the fluctuation velocities along normal-to-bed and stream-wise directions. Small normal fluctuation velocities and relatively large volume fractions (≈0.6) are observed in the major part of the flow, where the chief resistance mechanism is frictional. At the uppermost region, close to the free surface, slightly larger values of the fluctuation velocities and lower values of the volume fraction are observed, due to the increasingly collisional behavior. These findings indicate that, owing to the particles non-penetration condition and weak collisionality, the mass exchanges from one layer to the neighboring ones are rather limited in the dense regime. Therefore, dense granular flows exhibit a clear stratified nature and, thus, they may be regarded as composed of different superimposed layers, partially coupled each other. It is worth noting that this behavior is considerably different from turbulent incompressible fluids and also from chiefly collisional granular flows, where mass and momentum exchanges are considerable along the entire flow depth. These experimental findings suggest that a multi-layer depth-averaged mathematical approach would be a suitable tool for improving the modeling of these flows without increasing significantly the computational costs.

How to cite: Sarno, L., Papa, M. N., and Wang, Y.: The stratified nature of dense granular flows supported by fluctuation velocities and volume fraction measurements from laboratory flume experiments, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18935, https://doi.org/10.5194/egusphere-egu2020-18935, 2020.

Conventional sensors for debris flow monitoring suffer from several drawbacks including low service life, low reliability in long-distance data transfer, and stability in severe weather conditions. Recently, fiber Bragg grating (FBG)-based sensors have been developed to monitor debris flows. However, they can be easily damaged by the impact forces of boulders within debris flow. This paper presents a new FBG-based device to measure the strain induced by the impact force of debris flow with high reliability and effectiveness. The effects of the impact forces of debris flows have been investigated. Then, the relationship between the strain and the debris flow energy correlating with the damage to building structures has been established. It is shown that this new FBG-based device is capable of monitoring and warning about debris flows. The impact experiment results show that the peak value of dynamic strain on the fixed end of the new device is positively correlated with the external impact force. Using an impact force, we establish a relationship between the measured strain and the potential of a debris flow resulting in damage to structures was established. This follows the general rule that a larger measured strain corresponds to a higher level of debris flow. Using this relationship, we can quantify a dangerous level of debris flow using the monitored strain data. Our new device is capable of monitoring and warning about dangerous debris flows, allowing for more effective debris flow mitigation.

How to cite: Zhang, S.: An experimental evaluation of impact force on a fiber bragg grating (FBG)-based device for debris flow warning, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-134, https://doi.org/10.5194/egusphere-egu2020-134, 2020.

Geophysical granular flows such as rock and snow avalanches, flow-like landslides, debris flows, and pyroclastic flows are driven by gravity and often impact on engineering structures located in gullies and slopes as they flow down, generating dynamic impact pressures and causing a major threat to infrastructures. It is necessary to understand the physical mechanism of such granular flows impacting obstacles to improve the design of protective structures and the hazard assessment related to such structures. In this study, the small-scale laboratory experiments were performed to investigate the dynamic impact caused by granular flow around a circular cylinder with variable radius of curvatures and the dynamic impact against a flat wall. Pressure sensors were used to measure the impact pressure of granular flows at both the upstream cylinder surface and at the bottom of the channel. Accelerometers were mounted on the underside of channel to record the seismic signals generated by the granular flows before and during the impact with the obstacle. Flow velocities and flow depths were determined by using high-precision cameras. The results show that a bow shock wave is generated upstream of the cylinder, causing dynamic pressures on both the obstacle and the bottom of the channel. The dimensionless standoff distance of the granular shock wave decreases nonlinearly or almost exponentially with increasing Froude number (Fr) in the range of 5.5 to 11.0. The dimensionless pinch-off distance and dimensionless run-up height grow linearly with increasing Fr, and they were significantly influenced by the radius of curvature of the structure at the stagnation point (RCSSP). The dimensionless impact pressure on the structure surface is sensitive to the RCSSP, while the differences decrease as Fr increases; Seismic signals generated at the underside of the channel and at the top of the cylinder were also recorded to assist in analyzing the effects of RCSSP.

How to cite: Chen, Z., He, S., and Rickenmann, D.: Effects of Obstacle’s Curvature on Shock Waves in Gravity-Driven Experimental Flows Impacting a Circular Cylinder or a Wall, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3524, https://doi.org/10.5194/egusphere-egu2020-3524, 2020.

EGU2020-427 | Displays | NH3.5

Rainfall and soil moisture conditions for the triggering of torrential flows at the Rebaixader catchment (Central Pyrenees)

Raül Oorthuis, Marcel Hürlimann, Clàudia Abancó, José Moya, Antonio Lloret, and Jean Vaunat

Torrential flows, like debris flows and debris floods, can mobilize large volumes at high velocities in mountainous regions. Therefore, they represent an important erosional process and a significant hazard towards infrastructures and people (sometimes catastrophic).

Monitoring-based analysis is a crucial task to improve the understanding of the mechanisms triggering torrential flows and its propagation, which are necessary to implement early warning systems. The monitoring of triggering conditions generally focusses on rainfall measurements and the characterization of the critical rainfall conditions. However, rainfall data do not provide a complete picture of the physical processes involved. Very few studies include soil moisture and/or pore water pressure measurements to define the hydrologic response at the natural slopes of the catchment. In that respect, this study analyses both rainfall and soil moisture data at a Mediterranean-influenced torrential basin located in Central Pyrenees (the Rebaixader site).

The Rebaixader site has a high torrential activity, with 11 debris flows and 24 debris floods detected since 2009. The temporal distribution of rainfall episodes and torrential flows shows a clear shift between the most frequent rainfall episodes (beginning of June) and torrential flows (mid-July). This suggests that soil moisture conditions, depending on antecedent rainfall and/or snowmelt, affect the triggering of torrential flows. Regarding critical rainfall conditions, a previously published rainfall threshold was updated including total rainfall duration and mean intensity of 2009-2019 rainfalls. On the other hand, measured volumetric water content (VWC) was analysed for triggering and non-triggering rainfall events. Preliminary results show lower VWC increment on wetter soils at the beginning of rainstorms that triggered torrential flows. This indicates that soil saturates with lower rainfall amount if the soil is initially wetter; which subsequently generates higher runoff rate and therefore a higher erosion and transport energy that may trigger torrential flows. In addition, a slight trend was observed when comparing rainfall intensity and soil moisture; generally larger rainfall intensity is necessary to trigger torrential flows when soil is drier.  

The analysis of VWC data was more complicated in contrast to the one of rainfall data, since the time series are shorter (2013-2019) and the physical interpretation is not straightforward. Therefore, additional data are necessary to confirm and define soil moisture thresholds triggering torrential flows.

How to cite: Oorthuis, R., Hürlimann, M., Abancó, C., Moya, J., Lloret, A., and Vaunat, J.: Rainfall and soil moisture conditions for the triggering of torrential flows at the Rebaixader catchment (Central Pyrenees), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-427, https://doi.org/10.5194/egusphere-egu2020-427, 2020.

A debris flow occurred in Shiyang gully, located between Hebei Province and Beijing, on 8 June 2017, resulting in 6 people dead or injured. Short-term heavy rainfall is the main factor that triggered this event, however, the meteorological agency didn’t forecast this event very well. In this study, numerical simulation using FLO-2D was performed to reproduce the debris flow event (flow depths, flow velocities, and sediment depositions)occurred in 2017. The results of the field survey showed that the influential range of debris flow is consistent with the simulation results. Simulated depth accuracy is greater than 70%. Then, we used FLO-2D is calibrated to simulate debris flows disasters under different rainfall scenarios. The results showed that, the Beijing needs to be warned when the accumulated precipitation is 40mm at the rainfall intensity of 1mm/min. As cumulative rainfall and rainfall intensity increase, the risk of Shiyang gully is increasing.  This study used FLO-2D simulated process of debris flows triggered by rainfall. The results showed the early warning time and influential range for different intensity ,accumulated precipitation, and rain area, which is beneficial to the debris flow management in the western mountainous areas of Beijing.

How to cite: Li, J.: Simulating debris flows triggered by rainfall in Shiyang gully, China, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2118, https://doi.org/10.5194/egusphere-egu2020-2118, 2020.

EGU2020-2827 | Displays | NH3.5 | Highlight

Establishing an Isolation Alert System for Mountain Community

Yuan Fang Tsai, Jia Hao Pan, and I Chia Hsieh

The outreach road of mountain community has been interrupted by disasters such debris flow, flood and landslides, resulting in the interruption of the outreach road of the mountain community, forming a state like an island, which can be regarded as an isolation effect. In recent years, extreme events caused by extreme weather. The special geographical conditions in Taiwan, coupled with the increase in the frequency of natural disasters, have been heard by isolated island news. In 2015, Typhoon Soudelor hit Taiwan, and Wulai, New Taipei City caused severe disasters. Debris flow and landslides occurred, causing the interruption of Xinwu Road, the main liaison road in Wulai, and the isolation effect in Wulai. If we can integrate the historical data and research of isolation effect, and combine the theory of isolated prediction with instant rainfall and disaster prevention information, and finally visualize the information by alert system, it will help the general public's disaster prevention awareness and related disaster prevention unit decision-making reference.

Therefore, this research builds an isolation alert system. The three main information functions of this system include 1. disaster island geographic information function 2. isolated accident village identification function and 3. immediate isolated warning function. The d isolated geographic information display function is mainly to display the historical information about the isolation effect. The information of the village has been published, including the village's geography, social information and disaster history, and the risk map is presented by the vulnerability and resilience indicators. The village identification function of the isolated incident is realized by the Common Alerting Protocol of the road, and based on this, the identification in the immediate isolated village is carried out. The immediate disaster isolated warning function combines real-time rainfall information and integrates the Rainfall Triggering Index, Machine Learning's Supervised Learning algorithm, and the Common Alerting Protocol for the road. In the end, it was verified by the 2017 Typhoon Nepartak incident, and the results were all given the correct warning level for the isolated village.

How to cite: Tsai, Y. F., Pan, J. H., and Hsieh, I. C.: Establishing an Isolation Alert System for Mountain Community, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2827, https://doi.org/10.5194/egusphere-egu2020-2827, 2020.

Comparison of the surface velocity of a debris flow at the Gadria creek using pulse compression radar and digital particle image velocimetry (DPIV).

 

Tobias Schöffl, Georg Nagl, Johannes Hübl

Institute of Mountain Risk Engineering, University of Natural Resources and Life Sciences, Vienna, Austria

 

A central aspect of protection against debris flows is the understanding of the process. The flow velocity is an important parameter which is used, for example, in the dimensioning of protective structures, for technical building protection and for early warning systems. The measurement of the surface velocity which is regarded as the maximum velocity occurring within a debris flow, is therefore an essential link in the chain of fundamental process research and applied protection against natural hazards.

Due to the further development of various technologies such as video technology and high-frequency radar technology, the non-contact measurement of the surface speed of a debris flow has improved significantly in recent years. Radar technology provides a wide aspect of applications in alpine mass movements such as debris flows, avalanches and rockfall and is able to detect such processes up to a range of 2500 meters in distance. An additional beneficial feature is the possibility of non-contact measurement of the surface velocity. In the catchment area of the Gadria basin (South Tyrol, Italy), the measuring station, which has been in operation since 2016, has been extended by a pulse compression radar and a new HD video camera. On July 26, 2019 a debris flow consisting of several surges was recorded with both the radar and the HD video camera. To obtain surface velocity data from the video material, the material was analyzed and evaluated using digital particle image velocimetry by making use of the MATLAB software and its freely accessible ADD-On "PIVlab".

The results of the compared surface velocity data showed a value of up to 0.74 according to the statistical mean of the coefficient of determination. The results demonstrate the high effectiveness of the pulse compression radar and the DPIV analysis in a wide range of the assessment of surface velocity of natural debris flows. There is great potential in both measuring systems and the chosen comparative analysis provides a blueprint for future recorded debris flows.

How to cite: Schöffl, T., Nagl, G., and Hübl, J.: Comparison of the surface velocity of a debris flow at the Gadria creek using pulse compression radar and digital particle image velocimetry (DPIV)., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3410, https://doi.org/10.5194/egusphere-egu2020-3410, 2020.

EGU2020-3706 | Displays | NH3.5 | Highlight

Magnitude estimation of a landslide-triggered debris flow in the Serra do Mar Mountain Range, Brazil

Victor Carvalho Cabral, Fernando Mazo D'Affonseca, Marcelo Fischer Gramani, Agostinho Tadashi Ogura, Claudia Santos Corrêa, Carolina Martinez Mendoza, Vinicius Veloso, and Fábio Vieira Reis

Debris flows represent great hazard to communities and infrastructures, since they move quickly and are very destructive. In Brazil, debris flows mainly occur in the Serra do Mar Mountain Range, where thousands of casualties were reported in the last two decades due to these phenomena. This study aims at estimating the magnitude of a debris-flow event that occurred in Serra do Mar on February 2017, at the Pedra Branca watershed in the State of Paraná. Debris-flow magnitude refers to the volume of material discharged during an event and is an important aspect of debris-flow hazard assessment. The Pedra Branca event was initiated by rainfall-triggered shallow landslides, damaging local oil pipelines and farms. The magnitude estimation is based on the combination of empirically based equations and the geomorphic features of the debris flow, acquired from in situ and aerial investigation. 28 cross-sections were made along the river channel, considering post-event channel width, erosion and accumulation depth, as well as depositional features. Sediment sources and accumulation areas were identified and delimitated based on high-resolution (1:500) aerial drone photographs. The results indicate that the landslides that initiated the event released approximately 26,884.5 m3 of sediments (Vi) into the main channel of Pedra Branca and that the volume eroded (Ve) and accumulated (Vd) along the channel are, respectively, 82,439 m3 and 22,012 m3. The estimated total solids volume (Vs) is 87,274 m3, assuming that Vs = Vi + Ve - Vd. Moreover, considering a solids concentration of 57% calculated according to empirically-based equations for Serra do Mar, the debris flow had a total magnitude of 153,113 m3. These estimations suggest that the February 2017 debris flow mobilised great volume of material and that 15% of the total volume accumulated on the channel bed, which can be remobilised by future events. Further research on debris-flow dynamics and recurrence at the Serra do Mar Mountain Range is recommended to mitigate future hazards.

How to cite: Carvalho Cabral, V., Mazo D'Affonseca, F., Fischer Gramani, M., Tadashi Ogura, A., Santos Corrêa, C., Martinez Mendoza, C., Veloso, V., and Vieira Reis, F.: Magnitude estimation of a landslide-triggered debris flow in the Serra do Mar Mountain Range, Brazil, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3706, https://doi.org/10.5194/egusphere-egu2020-3706, 2020.

EGU2020-4838 | Displays | NH3.5

Hazard and risk assessment of watershed in South Taiwan.

Yu-Wen Su, Yen-Hsiu Lin, Yu-Chao Hsu, Ji-Shang Wang, and Chih-Hsiang Hong

INTRODUCTION

In 2009, the typhoon Morakot caused many multimodal sediment disasters in Taiwan. The Soil and Water Conservation Bureau invested a lot of resources in the reconstruction project. To accelerate the stability of soil in the catchment area, and reduce the possibility of secondary disasters. After a period of time, appropriate review and governance benefit assessment should be carried out. In this study, 2 major areas with heavy sediment disasters within the jurisdiction of the Tainan Branch, Soil and Water Conservation Bureau were chose to do hazard and risk assessment.

METHODS

This study collected the documents of the erosion and sediment control engineering over the years from 2009. Then, matched with the field survey, digital elevation model analysis, and using the evaluation matrix to assess the level of hazard and risk of selected major disaster areas. The row and column of the evaluation matrix including “function of structures” and “environmental condition (EC)”. Function of structures are divided into 4 levels: Nice, Good, Poor, and Bad. Environmental condition is assessed by four factors “landslide rate of watershed (%)”, “upstream channel slope (degree)”, “river erosion or siltation change (m)”, “preservation factor”. Landslide rate of watershed (LA) means the percent of landslide in the watershed. Upstream channel slope (US) means the slope of the channel from the middle to the top of watershed. River erosion or siltation change (CD) means the maximum vertical height change of river bed. Preservation Factor considered the protected targets and the preservation distance. According to the individual scores of the four factors, the weighted average is taken and divided EC into 4 levels. The hazard and risk assessment work can be done according to the evaluation results of “function of structures” and “situation of environment”.

RESULTS AND DISCUSSION

In this study, we chose two sites, i.e., Cianghuangkeng (Tainan City), Henansiang (Kaohsiung), to practice hazard and risk assessment, in 2018. 2009, typhoon Morakot caused 1.96 ha of landslide, and brought about 160,000 m3 of sediment at Cianghuangkeng. From 2009 to 2018, the Soil and Water Conservation Bureau practiced 6 erosion and sediment control engineering. According to the results of assessment, the level of function of environment is good, and the level of environmental condition is A. Therefore, the result of hazard and risk assessment is low. Cianghuangkeng has low potential for hazard and risk. In this way, the evaluation result of hazard and risk assessment in Henansiang is also low.

According to the results of evaluation matrix, the potential of hazard and risk could divide into three levels: high (H), middle (M), low (L).

CONCLUSIONS

This study use evaluation matrix method to assess the hazard and risk of the major disaster areas caused by the typhoon Morakot event. According to the assessment results, we can review whether the remediation strategies and directions of key disaster areas need to be revised. It will help improve related technologies, provide reference for future related governance planning strategies, and effectively promote the improvement of soil and water conservation.

How to cite: Su, Y.-W., Lin, Y.-H., Hsu, Y.-C., Wang, J.-S., and Hong, C.-H.: Hazard and risk assessment of watershed in South Taiwan., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4838, https://doi.org/10.5194/egusphere-egu2020-4838, 2020.

The fluidity of a debris flow varies by grain size. Flows containing principally coarse grains are considered to be laminar and those featuring largely incohesive fine grains turbulent. The transition from laminar to turbulent flow depends on the ratio of flow depth to grain size (i.e., the relative flow depth). Debris flows with relative flow depths of approximately 10 are entirely laminar; those with relative flow depths over approximately 20 exhibit transitional flow behavior from entirely laminar to partially turbulent. This transitional flow has been investigated in the laboratory using the resistance law and the vertical distribution of streamwise velocity. The flow exhibits a two-layer structure; the lower layer remains laminar but the upper layer becomes turbulent. However, transition modeling remains incomplete given the lack of data on the internal stresses associated with transitional flow. Here, we studied the laminar-turbulent transitions of debris flows by measuring basal pore fluid pressures using flume tests.

We flowed saturated monodisperse granular materials over an open-channel rigid bed; we used sediment particles of diameters 2.9, 2.2, 1.3, 0.8, 0.5, and 0.2 mm. When the debris flow attained the steady state, the flow depth and basal pore fluid pressure were measured using an ultrasonic sensor and pressure gages respectively, and the basal total normal stress estimated using the bulk density of the debris flow assessed at the downstream end.

The relative flow depths ranged from 5 to 130. Comparisons among the measured pore fluid pressures and the hydrostatic and total normal stresses indicated that a pore fluid pressure of 0.2 mm differed greatly from the hydrostatic pressure, equaling, in fact, the total normal stress, and indicating fully turbulent flow. In contrast, pore fluid pressures of 2.9, 2.2, and 1.3 mm were slightly higher than the hydrostatic pressures, indicating that the Reynolds stresses of the pore fluid due to the strong shears imparted by the sediment particles were in play; flow was entirely laminar. Pore fluid pressures of 0.8 and 0.5 mm were intermediate between the hydrostatic and total normal stresses, indicating the transition from fully laminar to partially turbulent flow.

By analogy with the Reynolds number for Newtonian fluid, we investigated the transition based on the non-dimensional number for debris flows (thus, the ratios of inertial to dynamic stresses caused by interparticle collisions and the Reynolds stresses of the debris flow pore fluid). This identified the critical Reynolds number in terms of transition commencement. We describe the transitional flow behavior of monodisperse granular debris flows using a two-layered model in which the position of the between-layer interface is estimated based on that critical Reynolds number.

How to cite: Sakai, Y. and Hotta, N.: Laminar-turbulent transition in debris flow: measurement of basal pore fluid pressure in an open channel flow experiment, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4345, https://doi.org/10.5194/egusphere-egu2020-4345, 2020.

EGU2020-5382 | Displays | NH3.5

Variation of uplift pressure of debris flow on the dam bottom

Xingzhang Chen and Hui Chen

Abstract: Uplift pressure is crucial for the stability of debris flow dam because of its reducing the effective pressure on the dam foundation and the anti-slide force of the dam. This study investigates the spatial and temporal variations of the uplift pressures during the debris flow impact processes, through a series of flume experiments. Before the debris flow impacting on the dam, the uplift pressure keeps stable due to the steady water level, and then it decreases slightly at the instant of debris flow impacting on the dam which lasts for no more than 1 s, and then increases sharply within a time lag no more than 2 s, and then decreases sharply soon afterwards. The maximal increasing ratio is 6.4 and the average value is 3, comparing with the uplift pressure before the impacting. The peak pressure occurs before the dam and decreases with the distance from the dam with a nearly linear tendency. The increment of uplift pressure also presents a similar tendency with the distance from the dam. In addition, the uplift pressure is found to be strongly influenced by the permeability of debris flow deposits, especially by the fine content of grain composition, and by the properties of the flow, such as the flow density, runoff volume and hydraulic gradient, and the pressure rises in a nearly linear form with the properties.

Keywords: debris flow, uplift pressure, check dam, flume experiments

How to cite: Chen, X. and Chen, H.: Variation of uplift pressure of debris flow on the dam bottom, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5382, https://doi.org/10.5194/egusphere-egu2020-5382, 2020.

EGU2020-4654 | Displays | NH3.5

Debris flow monitoring in China

Xiaojun Guo

Abstract: Debris flow monitoring provides valuable data for scitienfic research and early warning, however, it is of difficulty to sucessfully achive because of the great damage of debris flows and the high cost. This report introduces monitoring systems in two debris flow watersheds in western China, the Jiangjia gully (JJG) in Yunnan Province and the Ergou valley in Sichuan Province. JJG is loacted in the dry-hot valley of Jinsha River, and the derbis flows are frequent due to the semi-arid climate, deep-cut topography and highly weathered slope surface. A long-term mornitoring work has been conducted in JJG and more than 500 debris flows events has been recorded since 1965. The monitoring system consists of 10 rainfall gauges and a measuring section, with instruments to measure the flow depth and velocity; and flow density is measured through sampling the fresh debris flow body. Ergou lies in the Wenchuan earthquake affected area and the monitoring began in 2013 to investigate the characteristics and development tendency of post-earthquake debris flows. Three stations were set up in the mainstream and tributaries, with instruments to measure the flow depth, velocity, and density. Over 10 debris flow events were recorded up to date.

Based on the monitoring output, the rainfall spatial distribution and thresholds for debris flows are proposed. The debris flow dynamics characteristics are analyzed, and the relations between the parameters, e.g. density, velocity, discharge and grain compositions are presented. The debris flow formation modes and the mechanisms in different regions are discriminated and simulation methods are suggested. It is anticipated that the monitoring results will promote understanding of debris flow characteristics in the western China.

Keywords: Debris flow, monitoring, rainfall, discharge, formation. 

How to cite: Guo, X.: Debris flow monitoring in China, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4654, https://doi.org/10.5194/egusphere-egu2020-4654, 2020.

EGU2020-7805 | Displays | NH3.5 | Highlight

Why are some alpine catchments debris-flow active and others not? - the influence of geomorphology on debris-flow initiation

Philipp Aigner, Leonard Sklar, Markus Hrachowitz, and Roland Kaitna

Processes like flash floods or debris flows, which typically occur in small headwater catchments, represent a substantial natural hazard in alpine regions. Due to the entrainment of sediment, the discharge of debris flows can be up to an order of magnitude larger compared to 100-year fluvial flood events in the same channel, which poses a great threat to affected communities. Besides the triggering rainfall, the initiation of debris flows depends on the watershed’s hydrological and geomorphological susceptibility, which makes it hard to predict and understand where and when debris flows occur.

In this study we aim to quantify the influence of geomorphologic characteristics and long-term sediment dynamics on debris flow activity in the Austrian Alps. Based on a database of debris-flow events within the last 60+ years, a geomorphological assessment of active and non-active sub-catchments in different study regions is carried out. In a first step, we derive geomorphological characteristics, such as terrain roughness, Melton number as well as weathering potential of geological units found within the watersheds. Based on the findings of the terrain shape analysis, a set of representative watersheds will be selected for systematic monitoring of surface elevation changes over the project period of three years. This will be achieved by comparing digital surface models based on photogrammetric UAV surveys and monitoring of channel reaches with cameras.

In order to project these findings onto a larger regional scale, the derived terrain parameters will be used to integrate and extend a previously designed hydro-meteorological debris-flow susceptibility model (Prenner et al., 2018) with a sediment-disposition-model. This will form the basis for an advanced debris flow forecasting tool and help to better assess the impact of climate change on the magnitude and frequency of future debris flows.

 

References:
Prenner, D., Kaitna, R., Mostbauer, K., & Hrachowitz, M. ( 2018). The value of using multiple hydrometeorological variables to predict temporal debris flow susceptibility in an Alpine environment. Water Resources Research, 54, 68226843.

 

How to cite: Aigner, P., Sklar, L., Hrachowitz, M., and Kaitna, R.: Why are some alpine catchments debris-flow active and others not? - the influence of geomorphology on debris-flow initiation, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7805, https://doi.org/10.5194/egusphere-egu2020-7805, 2020.

EGU2020-6992 | Displays | NH3.5

Evaluation of different erosion models for debris flow modeling

Seungjun Lee, Hyunuk An, and Minseok Kim

The shallow landslide-generated debris flow on hillside catchment plays a critical role in the change of landscape features caused by natural hazards. Numerous studies has been conducted on the analysis of the transported and deposited sediments by debris flows that were developed at the hillside catchments. Among these researches, the debris flow numerical modeling approach has an advantage of being able to predict and simulate the movement of the flow over irregular topographic terrains. A number of modeling approaches have been studied to explore the process of debris flow development. However, there are still a lot of uncertainties in the erosion-entrainment process, although several erosion models have been proposed to simulate debris flow. The objective of this study is to test and analyze several erosion models for debris flow simulation. Deb2D model, a two-dimensional debris flow simulation software based on quadtree-grid, is used to simulate the debris flow. The study case was 2011 Mt. Umyeon landslide in the Republic of Korea. The total debris flow volume, maximum velocity and inundated depth generated from Deb2D were compared with the field validation data. In particular, the spatial distribution of erosion depth was extracted from the LiDAR-based DEM data gauged before and after the event to compare the performance of the erosion model. The research showed each erosion model accuracy and shortcomings through comparison with field validation data.

Keywords : debris flow, numerical simulation, entrainment, erosion model, Deb2D

How to cite: Lee, S., An, H., and Kim, M.: Evaluation of different erosion models for debris flow modeling, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6992, https://doi.org/10.5194/egusphere-egu2020-6992, 2020.

EGU2020-7406 | Displays | NH3.5 | Highlight

The dynamics and impacts of the December 2017 catastrophic mass flow Villa Santa Lucia, Chile

Holly Chubb, Andrew Russell, Alejandro Dussaillant, and Stuart Dunning

Landslides and mass flows are dynamic processes that involve the movement of rock, debris and earth down a slope. As a result of the 2017 catastrophic mass flow, these processes have been further established as a significant risk to the population of Chile, and further afield. Through field site investigations, it is possible to develop a greater insight into the mechanisms and conditions that influence the dynamics of these phenomena.

On Saturday 16 December 2017, a catastrophic debris flow (aluvión) partially destroyed the village of Villa Santa Lucía and a 5 km long reach of the Panamerican Highway resulting in 22 fatalities. The apparent trigger was an intense rainfall event of 124 mm in 24h associated with an elevated 0˚C isotherm (1600 m.a.s.l.) that led to the failure of 5.5 - 6.8x106m3  mountainside in the uppermost catchment of Rio Burritos near the SE end of the Cordón Yelcho Glacier. The landslide transformed rapidly into a highly mobile debris flow as it entrained water from the Rio Burritos river and glacier ice from the Cordón Yelcho.

This study characterises the geomorphological impacts and dynamics of the 2017 mass flow. Post-event DEMs, aerial photos and satellite imagery provided the basis for geomorphological mapping and terrain analysis. Fieldwork in January 2019 allowed sampling of mass flow deposits, logging of sedimentary sections and dGPS surveys.

Both erosion and deposition occurred over the Villa Santa Lucía flow path. Erosion occurred more frequently in the first 7.9km of the flow path due to high slope angles and presence of the Rio Burritos that channelised flow. A high proportion of coarse particles in the flow enhanced basal scouring and erosion of the valley sides, resulting in significant flow bulking. A total of 7.6x106m3 – 7.7x106m3  of material was deposited across the latter 6.3km of the flow path.

Sediment sample analysis showed that the flow began as cohesive and viscous in nature in spite of a lack of clay particles and high proportions of sands and gravels. The addition of water from the Rio Burritos reduced the viscosity of the flow as the flow propagated downstream. This resulted in enhanced lobe spreading and particle interactions in the depositional zone. In spite of this water entrainment, the flow remained both sediment and debris rich over its duration.

Catastrophic mass flows like the event at Villa Santa Lucía are likely to become more common around the world in the future as intense rainfall events become more frequent due to the dominance of El Nino Southern Oscillation (ENSO) events. By studying recent catastrophic mass flow events, an insight into the relationship between mass flow triggers and flow composition will be developed. This will allow for greater understanding of how these influence mass flow behaviours. As a result, it may then be possible to predict the rheology and routes of future flows. These predictions have the ability to be used to protect communities from such events in the future.

How to cite: Chubb, H., Russell, A., Dussaillant, A., and Dunning, S.: The dynamics and impacts of the December 2017 catastrophic mass flow Villa Santa Lucia, Chile, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7406, https://doi.org/10.5194/egusphere-egu2020-7406, 2020.


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<title>    A research on initial formation process of intermittent debris flow   </title>
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<body>
Some debris flows are intermittent surges flows with discontinuous changes in water depth.
These phenomena are considered to be a kind of nonlinear wave phenomena based on flow instability.
The authors show a KdV-Burgers equation as an equation representing the change in water depth.
When the phase velocity in the equation is long wave velocity, the equation becomes a Burgers equation.
The characteristic of the roll wave is that it has a discontinuous change in water depth and flows down intermittently as many surges. 

<br>
Roll wave experiments were performed using a straight channel with a length of 56m, a width of 10cm, a depth of 15cm and a channel gradient of &theta;=2.5 deg.
The experimental conditions are by a plane water and a flow containing 42% (C=0.42) solid particles.
The particles are cylindrical particles with a typical particle size of d = 3 mm and a density of &sigma;=1.04 g/cm<sup>3</sup> made of polystyrene. 
The flow conditions of the plane water are as follows: mean discharge Q = 1112cm<sup>3</sup>/s, 
mean depth h<sub>0</sub> = 1.23cm at the downstream end of the channel, 
mean flow velocity u<sub>0</sub> = 90.2cm/s, 
and the flow conditions with solid particles Q=1193cm<sup>3</sup>/s, h<sub>0</sub> = 1.35cm, u<sub>0</sub> = 88.4cm/s. 
To supply water to the flume, a water tank storing 0.5m<sup>3</sup> is placed on the upstream side of the flume, 
and water or a mixture of water and particles is supplied from the upstream end of the flume.
The water tank is closed and the inside is kept at a constant pressure according to the Marriott bottle principle. As a result, the water supply is constant.

<br>
In the case of plane water, the period is T = 1.12sec at x = 14m from the upstream end of the flume, 
and at the downstream end x = 56m T = 2.25sec. 
In the flow including solid particles, T = 1.78sec and T = 3.06sec at the same position.
In each case, the surge period becomes longer as the flow goes down. 
The wave velocity of the surge here in the experimental results is different. 
Looking at the details of the waveform, the subsequent surge may catch up.
Therefore, it is considered that the period of the surge becomes longer as it flows down and combines with other surges. 
In the Burgers equation, the initial condition waveform is integrated into a waveform with wave number k = 1 by the initial condition of a non-integer multiple waveform and non-fixed boundary conditions at both ends.
From the above, it is considered that the initial waveform formation of the roll wave is contributed by the weak shock wave equation such as the Burgers equation.
In this Burgers equation, when the waveform is integrated into a waveform with wavenumber k = 1, the analytical solution shows that the phase velocity v<sub>p0</sub> is no longer c<sub>0</sub>.
Therefore, the governing equation returns to the KdV-Burgers equation.


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How to cite: Arai, M.: A research on initial formation process of intermittent debris flow, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8199, https://doi.org/10.5194/egusphere-egu2020-8199, 2020.

EGU2020-8720 | Displays | NH3.5 | Highlight

Multi-parametric observations of debris-flow initiation at the headwaters of the Gadria catchment (eastern Italian Alps)

Velio Coviello, Matteo Berti, Lorenzo Marchi, Francesco Comiti, Giulia Marchetti, Ricardo Carrillo, Shusuke Miyata, and Pierpaolo Macconi

The complete understanding of the mechanisms controlling debris-flow initiation is still an open challenge in landslide research. Most debris-flow models assume that motion suddenly begins when a large force imbalance is imposed by slope instabilities or the substrate saturation that causes the collapse of the channel sediment cover. In the real world, the initiation of debris flows usually results from the perturbation of the static force balance that retains sediment masses in steep channels. These perturbations are primarily generated by the increasing runoff and by the progressive erosion of the deposits. Therefore, great part of regional early warning systems for debris flows are based on critical rainfall thresholds. However, these systems are affected by large spatial-temporal uncertainties due to the inadequate number and distribution of rain gauges. In addition, rainfall analysis alone does not explain the dynamics of sediment fluxes at the catchment scale: short-term variations in the sediment sources strongly influence the triggering of debris flows, even in catchments characterized by unlimited sediment supply.

In this work, we present multi-parametric observations of debris flows at the headwaters of the Gadria catchment (eastern Italian Alps). In 2018, we installed a monitoring network composed of geophones, three soil moisture probes, one tensiometer and two rain-triggered videocameras in a 30-m wide steep channel located at about 2200 m a.s.l. Most sensors lie on the lateral ridges of this channel, except for the tensiometer and the soil moisture probes that are installed in the channel bed at different depths. This network recorded four flow events in two years, two of which occurred at night. Specifically, the debris flows that occurred on 21 July 2018 and 26 July 2019 produced remarkable geomorphic changes in the monitored channel, with up to 1-m deep erosion. For all events, we measured peak values of soil water content that are far from saturation (<0.25 at -20 cm, <0.15 at -40 cm, <0.1 at -60 cm). We derived the time of occurrence and the duration of these events from the analysis of the seismic signals. Combining these pieces of information with data gathered at the monitoring station located about 2 km downstream, we could determine the flow kinematics along the main channel.

These results, although still preliminary, show the relevance of a multi-parametric detection of debris-flow initiation processes and may have valuable implications for risk management. Alarm systems for debris flows are becoming more and more attractive due the continuous development of compact and low-cost distributed sensor networks. The main challenge for operational alarm systems is the short lead-time, which is few tens of seconds for closing a transportation route or tens of minutes for evacuating settlements. Lead-time would significantly increase installing a detection system in the upper part of a catchment, where the debris flow initiates. The combination of hydro-meteorological monitoring in the source areas and seismic detection of channelized flows may be a reliable approach for developing an integrated early warning - alarm system.

How to cite: Coviello, V., Berti, M., Marchi, L., Comiti, F., Marchetti, G., Carrillo, R., Miyata, S., and Macconi, P.: Multi-parametric observations of debris-flow initiation at the headwaters of the Gadria catchment (eastern Italian Alps), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8720, https://doi.org/10.5194/egusphere-egu2020-8720, 2020.

EGU2020-8022 | Displays | NH3.5

Study on multiple rainfall data applied to debris flow warning in Taiwan

Yi-Chao Zeng, Chyan-Deng Jan, Mu-Jung Lin, Ji-Shang Wang, Hsiao-Yuan Yin, and Li-Hsing Kuo

Due to climate change, precipitation characteristics have been significantly variation and rainfall patterns are presented more concentrated, high-intensity and long-duration trend in the past two decades. Catastrophic debris-flow disaster threaten lives and property of residents. For mitigation impact of debris-flow, SWCB (Soil and Water Conservation Bureau, Taiwan) has had a leading role in sponsoring debris-flow research and developing a rainfall-based debris-flow warning model. Early warning criteria for debris-flow triggered are also determined depending on the historical rainfall data, and the observational data of rain-gauge are adopted to issue debris-flow warning. However, application of rain-gauge rainfall data has some disadvantages such as low density in mountain area, observation failure to properly represent actual rainfall condition, and data transmission likely interrupted during heavy rainfall or Typhoon. In order to improve the efficiency of debris-flow warning system, two types of gridded precipitation are analyzed and discussed in this study, which are the spatial interpolation rainfall of rain-gauge and the radar-estimated rainfall (QPESUMS). For comparison the differents of multiple rainfall data mentioned above with rain-guage, the third quartile is firstly applied to calculate the regional representative rainfall from grid cells within warning issued area. The results show that the spatial interpolation rainfall underestimates the rainfall intensity and cumulative rainfall owing to the influence of complex topography. By contrast, the radar-estimated rainfall has the advantage in comprehension of the rainfall spatial variability and provide a more complete spatial coverage. Besides, for assessing the appropriate and feasibility of multiple rainfall data applied to debris flow warning, the disaster–capture ratio has been proposed which is defined as the number of debris-flow hazards after issuing warning divided by total number of debris- flow hazards. According to analyis results of historical disaster records from 2012 to 2016, the disaster–capture ratio are 47.6%, 38.1% and 61.9% as warning issued refer to rain gauge, the spatial interpolation rainfall and the radar-estimated rainfall respectively. By the aforementioned process, we realize that the application of radar-estimated rainfall to debris flow warning is obviously increasing efficiency of debris-flow warning ,and gives assistance for reducing uncertainty of rainfall observational data, especially in mountain area.

How to cite: Zeng, Y.-C., Jan, C.-D., Lin, M.-J., Wang, J.-S., Yin, H.-Y., and Kuo, L.-H.: Study on multiple rainfall data applied to debris flow warning in Taiwan, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8022, https://doi.org/10.5194/egusphere-egu2020-8022, 2020.

It is known that woody debris in a debris flow is concentrated near the flow front. However, the actual state of transportation of woody debris hasn’t been revealed. Accordingly, the purpose of our study is to clear characteristics of transportation of woody debris in debris flows by video footage analysis.

We collected and analyzed video footage of woody debris carried on debris flows and sediment flows. As a result, qualitative characteristics that woody debris was concentrated near the flow front and a lot of woody debris was carried on debris flows were revealed. In our study, the part of woody debris entangled by each other near the flow front is called “woody debris mass”. Woody debris that forms woody debris mass moved with little change in the relative position. When a sediment flow reached the widening part of stream channel and the flow was spread laterally, woody debris mass was broken down and the height of woody debris mass was reduced. Moreover, we measured stream channel width, velocity, flow depth, average length of woody debris, height of woody debris mass, and so on by using video footage. Consequently, a positive correlation was found between “the ratio of the average length of woody debris to the stream channel width” and “the height of woody debris mass”.

Besides, we carried out hydraulic flume experiment on the transportation of woody debris by debris flows. As a result, woody debris mass was formed near the flow front of debris flows. Furthermore, a positive correlation was found between “the ratio of the length of woody debris model to the flume width” and “the height of woody debris mass”. This result was harmonious with that of video footage analysis results.

How to cite: Katayama, N. and Yamada, T.: A study on characteristics of movement of woody debris mass in debris flows by video footage analysis, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12406, https://doi.org/10.5194/egusphere-egu2020-12406, 2020.

A debris flow, a mass movement of soil and water mixture, is generally occurred by heavy rainfall during the rainy season in Korea. Because of climate change, the amount and frequency of rainfall has continually increased these days. Populated areas located in debris flow-prone mountainous areas are commonly subject to debris flow hazards. For this reason, it is necessary to analyze the characteristics of the debris flow behavior for the hazard mitigation. In this study, for two samples from Hwangnyeong Mt. and Umyeon Mt. in Korea, the vane-type rheometer test were performed to estimate the rheological property such as viscosity and yield stress and small-scale flume experiment was carried out to evaluate the characteristics of debris flow behaviors such as front velocity, runout distance and deposition volume. From the experimental results, rheological properties decrease with decreasing volumetric sediment concentration, and debris flow behavior gradually increased with decreasing rheological properties in the experiment. Additionally, in case of Hwangnyeong Mt. which has a high silt and clay fraction, the experimental results show that the amount of the front velocity, runout distance and deposition volume tend to increase higher than Umyeon Mt. as viscosity and yield stress decreased.

How to cite: Kim, H.-J., Yun, D.-H., and Kim, Y.-T.: A Study of Debris Flow Behaviors According to Rheometer Properties: Focused on the Hwangnyeong Mt. and Umyeon Mt., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13778, https://doi.org/10.5194/egusphere-egu2020-13778, 2020.

EGU2020-15074 | Displays | NH3.5 | Highlight

Assessment of the 2019 Chamoson debris flow event (Swiss Alps)

Marc-Henri Derron, Valérie Baumann, Tiggi Choanji, François Noël, Ludovic Baron, Simon Hiscox Baux, Aurelien Ballu, Emmanuel Nduwayezu, and Michel Jaboyedoff

Debris flows triggered by heavy rain are common and can cause huge damages in Alpine valleys. In this case we documented the changes occurred in the Losentsé valley after the 11 August 2019 event, which caused two death and several damages to the village of Chamoson. The Chamoson basin is located in the Alps on the right side of the Rhône valley. Three main rivers drain the Chamoson basin, the Losentsé, the Cry and the Tsené. The main debris flow event occurred in the Losentsé sub-basin. The Losentsé River is 9 km long from the sources at 3000 m until the alluvial cone apex at 600 m. In the upper part of the Chamoson basin thick loose debris cones and glacial deposits lie on steep slopes, the geology of the middle basin is formed by unstable clayey shales with several active landslides on both lateral valley slopes.

The village of Chamoson is located on the huge alluvial cone built with torrential events from the three main rivers. Since the XIX century, several big debris flow events (1898, 1923, 2003, 2018) were recorded in this area and mitigation measures were built in the principal rivers. Unfortunately, the 2019 debris flows overflowed the channels limit when the flows reached the alluvial cone apex, reaching the road and took a car with 2 persons inside. Upstream in the middle basin 2 wood bridges were destroyed and many concrete or stone walls (mitigation measures) along the river were damaged.

After the event we acquired pictures with a drone from the sources area and the Losentsé river valley in order to have a post event image. With this image we could analyse and map the source areas and the inundated areas in the Losentsé channel. We did also field observation along the river.

After comparing the pre- and post-event images we mapped the middle and upper basin inundated areas by the 2019 event and the described the deposits and eroded sections along the river. We calculated the peak discharge of 1000 m3/s for this event using the inundated transversal profile area near the cone apex and the flow velocity obtained from a movie. The peak discharge corresponds to 4 in the size classification for debris flows (Jacob et al., 2005).

Reference:

Jakob, M. (2005). A size classification for debris flows. Engineering geology, 79(3-4), 151-161.

How to cite: Derron, M.-H., Baumann, V., Choanji, T., Noël, F., Baron, L., Hiscox Baux, S., Ballu, A., Nduwayezu, E., and Jaboyedoff, M.: Assessment of the 2019 Chamoson debris flow event (Swiss Alps) , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-15074, https://doi.org/10.5194/egusphere-egu2020-15074, 2020.

EGU2020-18203 | Displays | NH3.5

Seismo-acoustic analysis of Debris Flows events at the Illgraben catchment, Switzerland

Giacomo Belli, Emanuele Marchetti, Fabian Walter, and Brian McArdell

Debris flows are episodic strongly impacting gravitational currents of generally high density, consisting of mixtures of water and debris in varying proportions and occurring in steep mountain torrents with volumes commonly exceeding thousands of m3. Despite the observation that debris flows are among the most dangerous processes in mountain environments, the moderate flow velocities (typically < 10 m/s) make early warning in principle possible if the flows are detected early upon formation.

Seismic and infrasound studies of debris flows rapidly increased in the last decade but focused mostly on event detectability and application as early-warning systems. Seismic networks, arrays of infrasound sensors and the combined use of a collocated single seismic and infrasound sensors, have turned out to be efficient systems for detecting the occurrence of debris flows in near-real time with a good reliability.

However, open questions remain about the possibility to infer source characteristics and event magnitude from recorded geophysical signals. This requires theoretical source models of elastic energy radiated both in the ground, in the form of seismic waves, and in the atmosphere, in the form of infrasound.  Seismic waves are believed to be generated by both large sediment particles impacts on the channel bed and by turbulent structures within the debris flow. Infrasound is instead believed to be generated by standing waves at the free surface of the flow, but their source processes are not yet fully understood.

Here we present preliminary results of a study performed at the Illgraben catchment (Switzerland), in the 2017-2019 period, combining infrasound and seismic signals with direct in-torrent measurements of flow depth and velocity. Seismic and infrasound signals are analyzed using both spectral analysis and array techniques, in order to achieve an improved understanding of the dynamics of the source mechanisms of the two wavefields. Comparison with in-situ measurements is used to extrapolate empirical relationships between signal features, e.g. amplitude, spectral content or waveform characteristics of both seismic signals and infrasound, and flow characteristics.

The results obtained will possibly be used to develop an efficient monitoring system for remote detection and the early warning of debris flows using seismic signals and infrasound generated by the process.

How to cite: Belli, G., Marchetti, E., Walter, F., and McArdell, B.: Seismo-acoustic analysis of Debris Flows events at the Illgraben catchment, Switzerland, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18203, https://doi.org/10.5194/egusphere-egu2020-18203, 2020.

EGU2020-15609 | Displays | NH3.5

Back analysis numerical modelling of the 19/06/1996 Cardoso (Stazzema, LU - Italy) flood: from gravitational movements to their evolution in rapid flows

Michele Amaddii, Vincenzo D'Agostino, Leonardo Disperati, and Pier Lorenzo Fantozzi

During the June 19th of 1996 a storm involved the Tyrrhenian sector of northern Tuscany (Italy), especially hitting the Versilia and Garfagnana areas. Major consequences and damages, due to the extremely intense precipitation (about 500 mm/13 h and 158 mm/h peak intensity), occurred in the surrounding of the Cardoso village (Versilia river basin, Stazzema, LU), with 14 casualties. At 1.20 p.m., the rainfall peak intensity coupled with the development of a large number of shallow landslides, triggered rapid flows and caused severe flooding in the Cardoso area, which was covered by hundred thousand of cubic meters of deposits.
The aim of this study was the characterization of the rapid flows occurred during the event and their back analysis numerical modelling by using a hydrological-hydraulic software. First of all, the amount of mobilized solid volume was assessed, differentiating between materials collapsed from the slopes and those eroded from the low-order drainage network. This goal was obtained by visual interpretation of post-event orthophotos and by morphometric analysis. Subsequently, starting from the rainfall data of the event, the hydrological modelling was performed by the Curve Number method, in order to define flood hydrographs along the drainage network of the Cardoso sub-basins. For the hydraulic modelling, the liquid discharge data were used to calculate debris-graphs of rapid flows, by implementing empirical correlations based on peak discharge, debris volume and channel slope. Different rheological parameters were tested to perform numerical modelling.
Back analysis results allow to infer that the mass movements initially started as hyperconcentrated flows in the upper parts of the sub-basins and after evolved into muddy debris flows, which caused flooding of the Cardoso valley. The results are in good agreement with the flooded area extent, as estimated by visual interpretation of both archive photos and aerial orthophotos acquired immediately after the event.

How to cite: Amaddii, M., D'Agostino, V., Disperati, L., and Fantozzi, P. L.: Back analysis numerical modelling of the 19/06/1996 Cardoso (Stazzema, LU - Italy) flood: from gravitational movements to their evolution in rapid flows, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-15609, https://doi.org/10.5194/egusphere-egu2020-15609, 2020.

Recent years have repeatedly witnessed natural disasters throughout Austria, e.g. the catastrophic debris flows of 2012, 2013, 2016, 2017 and 2019 which caused enormous damage and losses in some areas. The impacts of climate change on these events is rather unclear in many cases, it must be assumed that the intensity and frequency of extreme events and natural hazards is likely to increase in future.

Management of bedload/debris flow processes to ensure the protective function is a major challenge. Observing the historical development shows the constant change of design types and constructions in the course of time. Hand in hand with technical progress, lessons learned from events in the light of climate change as well as a higher process understanding the constructions were constantly improved. Other reasons for the development of fitted systems with an integrative catchment-view down to the receiving stream are the high and still rising maintenance and clearance costs. On the basis of these findings and results, recommendations were derived to improve the function fulfilment of the technical protection measures. Furthermore, integrative concepts focus on the adaptation of the alpine forests to climate change. Under the principle, “fit for the future” the recommendations are summarized and presented in this contribution.

How to cite: Moser, M. and Mehlhorn, S.: Debris flow events in Austria - regional strategies for mitigation and adaptation in the light of climate change, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19470, https://doi.org/10.5194/egusphere-egu2020-19470, 2020.

EGU2020-16936 | Displays | NH3.5

Multi-scale numerical modelling of debris flow: coupling 2D and 3D simulation strategies

Andrea Pasqua, Alessandro Leonardi, and Marina Pirulli

Debris flows consist of mixtures of poorly sized sediments mixed with mater, moving with high speed within natural channels. They pose a constant threat to settlements located on mountainous terrains, with casualties and economic losses reported every year. An efficient numerical model, able to aid in the design of mitigation structures, is a long-sought tool by the community of practitioners.

One of the challenging aspects of debris flows is their complex multiscale nature. Typically, events are characterized by long runouts, with debris transported for kilometres after their initial mobilization. At the same time, the scale of interaction between flow and obstacles is much smaller, because debris-resisting structures are seldom taller than a few meters. For this reason, numerical methods typically focus on one of two aspects: the runout simulation, or the flow-structure interaction problem. This is however problematic: the type of interaction is a function of the equilibrium conditions achieved by the flow during runout, which can hardly be reconstructed if the phenomenon is not reproduced in its entirety.

In an effort to bypass this problem, we present here a coupling strategy between RASH3D, a depth-averaged model based on the shallow-water equation, and the Lattice-Boltzmann Model (LBM), an innovative 3D Navier-Stokes solver. RASH3D is employed for simulating the initial mobilization and flow runout. Before impact with a barrier, the flow variables are converted from their depth-averaged values into full 3D fields, inverting the depth-averaging procedure. The 3D flow-structure interaction is then solved with LBM. The most important and innovating point about this strategy consists in saving computational time using RASH3D without losing any important information (velocity, pressure, volume etc…) at interaction between structures and flow thanks to LBM, thus reconstructing with good precision and efficiency the whole problem.

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).

Thorimbert, Y., Lätt, J., & Chopard, B. (2019). Coupling of lattice Boltzmann shallow water model with lattice Boltzmann free-surface model. Journal of Computational Science, 33, 1-10.

How to cite: Pasqua, A., Leonardi, A., and Pirulli, M.: Multi-scale numerical modelling of debris flow: coupling 2D and 3D simulation strategies, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-16936, https://doi.org/10.5194/egusphere-egu2020-16936, 2020.

EGU2020-20382 | Displays | NH3.5

Debris flow magnitude estimation based on infrasound and seismic signals

Andreas Schimmel, Matteo Cesca, Pierpaolo Macconi, Velio Coviello, and Francesco Comiti

With the rapid socio-economic development of European mountain areas, the automatic detection and identification of mass movements like landslides, debris flows, and avalanches become more and more important to mitigate related risks by means of early warning systems. Past studies showed that such processes induce characteristic seismic and acoustic signals, the latter mostly in the infrasonic spectrum which can thus be used for event detection. Several investigations have already addressed signal processing and detection methods based on seismic or infrasound sensors. However, for developing an efficient warning system, not only the detection of events is important but also the identification of the event type (e.g. debris flow vs debris flood) and the estimation of its magnitude. So far, no method for such objectives has been developed which is based on the combination of both seismic and infrasonic signals.

This work presents a first approach to identify debris flows and debris floods magnitude based on the integration of infrasound and seismic data. First analysis shows that, for peak discharge, the use of infrasound amplitudes with a power curve fitting offers a good approach for finding an initial relationship between the recorded signals and this event parameter. For an estimation of the total volume, the discharge calculated with the relationship for peak discharge is integrated over the entire detection time of an event. Calculation of the peak discharge based on infrasound data offers a good approximation, but, for the calculation of the total volume, this method shows still a wide variance.

The method will be applied to seismic and infrasound data collected on three different test sites in the Alps: Gadria (South Tyrol, Italy), Lattenbach (Tyrol, Austria), and Cancia (Belluno, Italy).

How to cite: Schimmel, A., Cesca, M., Macconi, P., Coviello, V., and Comiti, F.: Debris flow magnitude estimation based on infrasound and seismic signals, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20382, https://doi.org/10.5194/egusphere-egu2020-20382, 2020.

EGU2020-21082 | Displays | NH3.5

Runout modeling based debris flow risk assessment: a case study from Garhwal Himalaya, India

Rajesh Kumar Dash and Debi Prasanna Kanungo

Debris flows are one of the most frequently occurring and destructive hazards in Indian Himalayas which are often initiated by rainfall.  To minimize the losses due to the destructive power of the debris flows, demarcation of debris flow risk zones is an effective practice for risk reduction. In the present study, site specific debris flow risk assessment has been carried out based upon runout behaviour modeling. Tangni debris flow is an active debris flow in the Chamoli district of Garhwal Himalayas, India which is responsible for disrupting the traffic by blocking the road for days. This debris flow is repetitive in nature and occurs many a times every year in the monsoon during the months between June to September. The Tangni debris flow is categorized as a hill slope debris flow and the failure is considered as a block failure. Runout modeling of Tangni debris flow has been carried out using a Voellmy approach based continuum model. Quantitative information on debris flow intensity parameters such as flow velocity, height and pressure was obtained from the numerical simulation. The calibration of model input parameters was done by back analysis of an event from a particular source area that took place in 2013. Depending upon the amount of materials present in different source areas in the entire source zone and using the calibrated model input parameters, several simulations were performed to assess the flow behaviour of at different possible scenarios. Thus, Tangni debris flow risk assessment has been carried out based on its runout effect modeling. This study revealed that there may be a possibility of damming of river as well as blocking of the National Highway which are located at the downstream of the debris flow.

Key words:  Debris flow, Risk assessment, Runout modeling, Garhwal Himalayas, Voellmy model

How to cite: Dash, R. K. and Kanungo, D. P.: Runout modeling based debris flow risk assessment: a case study from Garhwal Himalaya, India, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21082, https://doi.org/10.5194/egusphere-egu2020-21082, 2020.

EGU2020-1469 | Displays | NH3.5

Risk analysis of the 2018 Sedongpu glacial debris flows in the southeastern Tibet

Kaiheng Hu, Xiaopeng Zhang, and Jinbo Tang

Several high-magnitude glacial debris flows happened at Sedongpu, a tributary of Yarlung Tsangpo river in the southeastern Tibet in 2018. The hazards blocked the main river twice and inundated the road and bridge to Jiala village on the foot of Namche Barwa massif. The glacial dammed lake with an impounded water of 0.6 billion m3 broke out and caused an outburst flood of peak discharge ~ 30,000 m3/s on October 19. A comprehensive methodology was developed to assess the potential hazard of the glacial-debris-dammed lake before the outburst. Multi-temporal remote sensing image interpretation was used to obtain the frequency-magnitude relationship. The debris-flow deposition and dam height were estimated via numerical simulation of 2-D shallow water equations. Then, the impoundment area and potential inundation were analysed by GIS spatial analysis. We also test different hydrological empirical models of calculating the peak discharge of glacial-debris lake outburst floods. With regard to the Sedongpu event, the 1985 Costa’s model shows best agreement with the measured data.

How to cite: Hu, K., Zhang, X., and Tang, J.: Risk analysis of the 2018 Sedongpu glacial debris flows in the southeastern Tibet, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1469, https://doi.org/10.5194/egusphere-egu2020-1469, 2020.

EGU2020-2791 | Displays | NH3.5

Comparison on the failure process and mechanism between a debris flow and a landslide dam

Huayong Chen, Chunran Cao, Xiaoqing Chen, and Jiangang Chen

Besides the numerous artificial dams, there are some other kind of dams distribute such as the glacier dams, moraine dams, landslide dams, and the debris flow dams in China. Especially, the landslide dams and debris flow ones widely distribute in southwest of China after the M8.0 Wenchuan earthquake. Much attention has been paid to the formation, stability, breach process, and the peak discharge prediction of a landslide dam. However few achievements are obtained on the debris flow dams even if the failure of a debris flow dam has posed great threat to the property and life of residents downstream. In this paper, based on the main difference between a landslide and debris flow dam, experiments were conducted by considering different clay content, the initial water content, and incoming water flow. It indicated that the failure duration of a debris flow dam was about 1.60 times as long as that than that of a landslide dam. The peak discharge at the debris flow dam breach was 5.38 L/s. However, the peak discharge at the landslide dam was 7.50 L/s, which was 1.39 times as big as that of a debris flow dam. Finally, by modifying the existing critical initialization condition for the landslide dams, the critical initialization condition for a debris flow dam was proposed.

How to cite: Chen, H., Cao, C., Chen, X., and Chen, J.: Comparison on the failure process and mechanism between a debris flow and a landslide dam, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2791, https://doi.org/10.5194/egusphere-egu2020-2791, 2020.

EGU2020-2813 | Displays | NH3.5

Numerical study on debris flow in step-pools channel using smoothed particle hydrodynamics method

Shuai Li, Xiaoqing Chen, Chong Peng, and Jiangang Chen

Drainage channel with step-pool systems are widely used to control debris flow. However, the blocking of debris flow often gives rise to local damage at the steps and baffles. Hence, the estimation of impact force of debris flow is crucial for design step-pools channel. This paper presents a numerical study on the impact behavior of debris flows using SPH (Smoothed Particle Hydrodynamics) method. Some important parameters, such as the baffle shape (square, triangle, and trapezoid) and the densities of debris flows are considered to examine their influence on the impact force. The results show that the largest peak impact force is obtained at the second last baffle, rather than the first baffle. Moreover, the square baffle gives rise to the largest impact force whereas the triangle baffle bears the smallest one among the three baffles. Generally, the peak impact force increases with increasing the inflow density. However, a threshold density, beyond which the peak impact force will decrease, is suggested by the simulations. Based on the numerical results, an improved expression to predict the impact force considering the inclined angle of baffle is proposed.

How to cite: Li, S., Chen, X., Peng, C., and Chen, J.: Numerical study on debris flow in step-pools channel using smoothed particle hydrodynamics method, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2813, https://doi.org/10.5194/egusphere-egu2020-2813, 2020.

EGU2020-2865 | Displays | NH3.5

The clogging and outbreak processes of debris flow with large wood in Jiuzhaigou Valley, China

Xiaoqing Chen, Jiangang Chen, and Wanyu Zhao

UNESCO designated 1121 properties with outstanding universal value, including 869 cultural sites, 213 natural sites and 39 mixed sites, from 167 states parties as world heritage sites at the end of 2019. Some of them are threatened by geological disasters, especially, the landslides and debris flows become the most frequent hazard type at world heritage sites. Until 2019, China has 55 world heritage sites and ranks first in the world, with 24 places under threat from different types of geological disasters and these disasters directly or indirectly threaten the security of heritage points. The forest coverage rate in Jiuzhaigou valley is more than 80%, and the collapse, rock fall, landslide and other disasters induced by the Jiuzhaigou earthquake on August 8, 2017 have caused extensive forest destruction. We found that there are a lot of large wood (LW) in Jiuzhaigou valley that can be transported. According to previous study results, the process of blocking-outburst in gullies will appear with a large number of LW when transported along with debris flows. Compared with the discharge amplification effect of the debris flow in natural gully, the blocking-outburst effect of LW also intensifies the damage. The process of blockage and outburst with LW movement causes the discharge amplification of debris flow, while the discharge amplification coefficient determines the accuracy of discharge calculation, in further it affects the accuracy of engineering design parameters. Moreover, the LW carried in the debris flow may cause strong impact damage to check dams and other engineering measures. Therefore, we take the debris flow occurred in the Jiuzhaigou valley as an example to investigate the characteristics of the magnitude amplification ratio.

How to cite: Chen, X., Chen, J., and Zhao, W.: The clogging and outbreak processes of debris flow with large wood in Jiuzhaigou Valley, China, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2865, https://doi.org/10.5194/egusphere-egu2020-2865, 2020.

Abstract: In recent years, the increasing frequency of debris flow demands enhanced effectiveness and efficiency are essential not only from an economic point of view but are also considered as a frontline approach to alleviate hazards. Currently, the key issues are the imbalance between the limited lifespan of equipment, the relatively long period between the recurrences of such hazards, and the wide range of critical rainfall that trigger these disasters. This paper attempt to provide a stepwise multi-parameter debris flow warning system after taking into account the shortcomings observed in other warning systems. The whole system is divided into five stages. Different warning levels can be issued based on the critical rainfall thresholds. Monitoring starts when early warning is issued and it continues with debris flow near warning, movement warning and hazard warning stages. For early warning, historical archives of earthquake and drought are used to choose a debris flow susceptible site for further monitoring, Secondly, weather forecasts provide an alert of possible near warning. Hazardous precipitation, model calculation and debris flow initiation tests, pore pressure sensors and water content sensors are combined to check the critical rainfall and to publically announce a triggering warning. In the final two stages, equipment such as rainfall gauges, flow stage sensors, vibration sensors, low sound sensors and infrasound meters are used to assess movement processes and issue hazard warnings. In addition to these warnings, community-based knowledge and information is also obtained and discussed in detail. The proposed stepwise, multi-parameter debris flow monitoring and warning system has been applied in Aizi valley China which continuously monitors the debris flow activities.

How to cite: Chen, N.: Outlining a stepwise, multi-parameter debris flow monitoring and warning system: an example of application in Aizi Valley, China, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4306, https://doi.org/10.5194/egusphere-egu2020-4306, 2020.

EGU2020-6243 | Displays | NH3.5

granular effects in debris flows

Yong Li

Granular effects in debris flows are usually assessed by dimensionless numbers, such as numbers of Savage, Bagnold, and Iverson, which measure the relative significance of granular interaction, and the values indicate that the granular effects are generally ignorable. But observations suggest robust phenomena pertain to grain composition in many ways. This implies that the dimension analysis does not apply to the recognition of granular behaviors in debris flows, partly because we have not really a direct description of changes in grain compositions of debris flows. We have proposed and confirmed that for debris flows the material grain size distribution (GSD) satisfies a unified function, P(D) = C*power(D, – μ)*exp(–D/Dc), where P(D) is the exceedance percentage of grains beyond size D (mm), and C, μ, and Dc are parameters, with a semi-log relationship between C and μ. Then the grain composition is characterized by the GSD parameters μ, and Dc, respectively representing the fine and coarse content of the materials. In this study we present a variety of appearances to illustrate how grain compositions impact on the initiation, formation, motion, and deposition of debris flow. Results indicate that debris flow occurs through a selection mechanism in which soil or sediment blocks of different grain compositions initiate in different ways and form separate surges in different flow regimes. The flow properties (X), such as the speed, the discharge, the density, are all dependent on the GSD parameters in power laws: X ~ power(μ, –m) and X ~ power (Dc, n); and the power laws impose constraints on the fluctuation of the dynamical quantities. In particular, the GSD evolves from the randomly aggregated grains to the fluid with some self-organized constitute.

 

How to cite: Li, Y.: granular effects in debris flows , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6243, https://doi.org/10.5194/egusphere-egu2020-6243, 2020.

EGU2020-6686 | Displays | NH3.5

Debris flow hazard mapping considering the effect of mitigation structure – a case study in Taiwan based on numerical simulation

Chih-Hao Hsu, Chuan-Yi Huang, Ting-Chi Tsao, Hsiao-Yuan Yin, Hsiao-Yu Huang, and Keng-Ping Cheng

This study added the dams and retain basin according to their dimensions measured with UAV onto the original 5m-resolition DEM to compare the effect of mitigation structures to debris flow hazard. The original and the modified DEMs were both applied to simulate the consequences by using RAMMS::Debris Flow (RApid Mass Movement Simulation) model.

Hazard map is the best tool to provide the information of debris flow hazard in Taiwan. It has an important role to play in evacuating the residents within the affected zone during typhoon season. For the reason, debris flow hazard maps become a useful tool for local government to execute the evacuation. As the mitigation structure is constructed, the intensity of debris flow hazard reduces.

The Nantou DF190 debris flow potential torrent is located in central Taiwan. In 1996 when Typhoon Herb stroke, 470,000 cubic-meter of debris were washed out and deposited in 91,200 square-meter area (Yu et al., 2006), and the event caused the destruction of 10 residential houses with 2 fatalities. After the event the Soil and Water Conservation Bureau constructed a 100-meter long sabo dam and sediment retain basin with capacity of 60,000 cubic-meters. In order to compare the difference of affected zone before and after the construction of mitigation structures, the study applies RAMMS to simulate the above-mentioned event.

The result shows when large-scale debris flow occurs, most of the sediments still overflow and deposit on the fan with shape similar to the 1996 Typhoon Herb event. However, the intensity has reduced significantly with 50% less in area, several meters less in inundation depth and 50% less in flow velocity approximately. The comparison shows the effect of mitigation structures and could provide valuable information for debris flow hazard mapping.

Key Words: Debris flow, RAMMS, Hazard map, Mitigation, Taiwan

How to cite: Hsu, C.-H., Huang, C.-Y., Tsao, T.-C., Yin, H.-Y., Huang, H.-Y., and Cheng, K.-P.: Debris flow hazard mapping considering the effect of mitigation structure – a case study in Taiwan based on numerical simulation, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6686, https://doi.org/10.5194/egusphere-egu2020-6686, 2020.

Abstract: Based on 2246 research articles focusing on the topic of “debris flow” derived from Science Citation Index (SCI) database which were published from 2010 to 2019, this article presents a comprehensive review on the global scientific outputs in this research field. By adopting bibliometric analysis, the most productive journals, authors, institutions and countries were identified. Combining with the visual software, the temporal change of the cooperation scope, degree and intensity on country- and institution- level were discussed. It also provides in-depth investigations on the co-occurrence of author key words, which may contribute to reveal the current research hotspots and future development trends. The results of this study can provide a broad insight for scientific community devoting to debris flow related research field and support for the development of other related research work.

How to cite: Xiang, L.: An overview of the evolution of global debris flow related research from 2010 to 2019 — A bibliometric analysis on based on Web of Science Core Collection, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9461, https://doi.org/10.5194/egusphere-egu2020-9461, 2020.

EGU2020-17251 | Displays | NH3.5

Insights into a pulsing debris flow

Georg Nagl, Johannes Hübl, and Roland Kaitna

The internal deformation behavior of natural debris flows is of interest for model development and model testing for debris-flow hazard mitigation. The pulsing nature of debris flows can increase the runout length by remobilization of deposited material. Up to now, only a view attempts were made to measure internal deformation behavior in natural debris-flow surges due to the low predictability and high destructive power of these flows.  In this contribution we present recent advances of measuring in-situ velocity profiles together with flow parameters like flow height, basal normal stress, and pore fluid pressure. For that a fin-shaped monitoring barrier was constructed in the Gadria creek (IT), laterally carrying an array of paired conductivity sensors. We present results from a debris-flow event in 2019 with 20 surges and flow heights up to 2 m. We observe changing velocity profiles during the passage of the surges and identify deposition and remobilization domains in the flow. The flows exhibited significant longitudinal changes of flow properties like flow height and density. The liquefaction ratios reached values up to unity in some sections of the flows. Between surges, the lower levels of the flow deposited and were subsequently overridden by the next surge and reactivated. These measurements gain new insights of the dynamics of surges of a real-scale debris flow.

How to cite: Nagl, G., Hübl, J., and Kaitna, R.: Insights into a pulsing debris flow, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-17251, https://doi.org/10.5194/egusphere-egu2020-17251, 2020.

NH3.7 – Space and time forecasting of landslides

EGU2020-3440 | Displays | NH3.7

The necessity to consider the landslide data origin in statistically-based spatial predictive modelling – A landslide intervention index for South Tyrol (Italy)

Stefan Steger, Volkmar Mair, Christian Kofler, Stefan Schneiderbauer, and Marc Zebisch

Most statistically-based landslide susceptibility maps are supposed to portray the relative likelihood of an area to be affected by future landslides. Literature indicates that vital modelling decisions, such as the selection of explanatory variables, are frequently based on quantitative criteria (e.g. predictive performance). The results obtained by apparently well-performing statistical models are also used to infer the causes of slope instability and to identify landslide “safe” terrain. It seems that comparably few studies pay particular attention to background information associated with the available landslide data. This research hypothesizes that inappropriate modelling decisions and wrong conclusions are likely to follow whenever the origin of the underlying landslide data is ignored. The aims were to (i) analyze the South Tyrolean landslide inventory in the context of its origin in order to (ii) highlight potential pitfalls of performance driven procedures and to (iii) develop a predictive model that takes landslide background information into account. The available landslide data (1928 slide-type movements) of the province of South Tyrol (~7400 km²) consists of positionally accurate points that depict the scarp location of events that induced interventions by e.g. the road service or the geological office. An initial exploratory statistical analysis revealed general relationships between landslide presence/absence data and frequently used explanatory variables. Subsequent modelling was based on a Generalized Additive Mixed Effects Model that allowed accounting for (non-linear) fixed effects and additional “nuisance” variables (random intercepts). The evaluation of the models (diverse variable combinations) focused on modelled relationships, variable importance, spatial and non-spatial predictive performance and the final prediction surfaces. The results highlighted that the best performing models did not reflect the “actual” landslide susceptibility situation. A critical interpretation led to the conclusion that the models simultaneously reflected both, effects likely related to slope instability (e.g. low likelihood of flat and very steep terrain) and effects rather associated with the provincial landslide intervention strategy (e.g. few interventions at high altitudes, increasing number of interventions with decreasing distance to infrastructure). Attempts to separate the nuisance related to “intervention effects” from the actual landslide effects using mixed effects modelling proved to be challenging, also due to omnipresent spatial interrelations among the explanatory variables and the fact that some variables concurrently represent effects related to landslide predisposition and effects associated with the intervention strategy (e.g. altitude). We developed a well-performing predictive landslide intervention index that is in line with the actual data origin and allows identifying areas where future interventions are more or less likely to take place. The efficiency of past interventions (e.g. stabilization of slopes) was demonstrated during recent storm events, because previously stabilized slopes were not affected by new landslides. This also showed that the correct interpretation of the final map requires a simultaneous visualization of both, the spatially predicted index (from low to high) and the available landslide inventory (low likelihood due to past interventions). The results confirm that wrong conclusions can be drawn from excellently performing statistical models whenever qualitative background information is disregarded.

How to cite: Steger, S., Mair, V., Kofler, C., Schneiderbauer, S., and Zebisch, M.: The necessity to consider the landslide data origin in statistically-based spatial predictive modelling – A landslide intervention index for South Tyrol (Italy), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3440, https://doi.org/10.5194/egusphere-egu2020-3440, 2020.

EGU2020-11291 | Displays | NH3.7

Forecasting landslide at slope-scale: past achievements, present challenges and future perspectives

Emanuele Intrieri, Tommaso Carlà, Giovanni Gigli, and Nicola Casagli

In general, the most reliable parameters to forecast the occurrence of a landslide are kinematics parameters, such as displacement, velocity and acceleration, since they represent the direct indicator of the stability conditions of a slope. Despite recent advancement in satellite interferometry, the highest temporal resolution, necessary to set up an effective early warning system, are still achievable from ground-based instrumentation.

Within this framework a few methods to forecast the time of failure of landslides at slope-scale have been developed in the last decades and, in many instances, they have been successfully used to prevent casualties and economic losses.

Common applications include public safety situations and open-pit mines, for which accurate warnings are crucial to protect workers and at the same time avoid unnecessary interruptions of the extraction activities.

In this work, a review of the most relevant kinematics-based forecasting methods is presented. Some examples are shown to illustrate the respective advantages, limitations and range of applicability of each method. Future challenges, trends and opportunities provided by technological innovations and scientific advances, also in related fields such as Material Science and Applied Mathematics, are also presented.

How to cite: Intrieri, E., Carlà, T., Gigli, G., and Casagli, N.: Forecasting landslide at slope-scale: past achievements, present challenges and future perspectives, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11291, https://doi.org/10.5194/egusphere-egu2020-11291, 2020.

EGU2020-21648 | Displays | NH3.7

Comparison of the performance of different Territorial Landslide Early Warning Systems

Jose Cepeda, Piciullo Luca, Tirante Davide, Pecoraro Gaetano, and Calvello Michele

Landslide early warning systems (LEWS) can be categorized into two groups: territorial and local systems. Territorial landslide early warning systems (Te-LEWS) deal with the occurrence of several landslides in wide areas: at municipal/regional/national scale. The aim for such systems is to forecast the increased probability of landslides occurrence in a given warning zone. Nowadays, there are around 30 Te-LEWS operational worldwide. The performance evaluation of such systems is often overlooked, and a standardized procedure is still missing. Often, a contingency matrix 2x2, usually employed for rainfall thresholds validation purposes, is used. Recently an original method has been proposed by Calvello and Piciullo, 2016: the EDuMaP.

This paper describes the new excel user-friendly tool for the application of the method. Moreover, a description of different indicators used for the performance evaluation of different Te-LEWS is provided. Subsequently, the most useful ones have been selected and implemented into the tool. The EDuMaP tool has been used for the performance evaluation of the SMART warning model operating in Piemonte region, Italy. The analysis highlights the warning zones with the highest performance and the ones that need thresholds refinement. The SMART performance has been evaluated with both the EDuMaP and a 2x2 contingency table for comparison purposes. The result highlights that the latter approach can lead to an imprecise and not detailed analysis, because it cannot differentiate among the levels of warning and the variable number of landslides that may occur in a time interval. Moreover, a comparison of the performance of different Te-LEWS with the SMART model has been carried out highlighting critical issues and positive aspects. Finally, the weakness aspects and the future developments of the SMART warning model are described.

This paper has been conceived in the context of the research-based innovation project Klima 2050 - "Risk reduction through climate adaptation of buildings and infrastructure" http://www.klima2050.no/.

How to cite: Cepeda, J., Luca, P., Davide, T., Gaetano, P., and Michele, C.: Comparison of the performance of different Territorial Landslide Early Warning Systems, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21648, https://doi.org/10.5194/egusphere-egu2020-21648, 2020.

EGU2020-10479 | Displays | NH3.7

Hydro-meteorological thresholds based on synthetic dataset for improved prediction of rainfall-induced shallow landslides.

Pasquale Marino, Roberto Greco, David James Peres, and Thom A. Bogaard

Prediction of rainfall-induced landslides is often entrusted to the definition of empirical thresholds (usually expressed in terms of rainfall intensity and duration), linking the precipitation to the triggering of landslides. However, rainfall intensity-duration thresholds do not exploit the knowledge of the hydrological processes developing in the slope, so they tend to generate false and missed alarms. Rainfall-induced shallow landslides usually occur in initially unsaturated soil covers following an increase of pore water pressure, due to the increase of soil moisture, caused by large and persistent rainfall. Clearly, it should be possible to use soil moisture for landslide prediction. Recently, Bogaard & Greco (2018) proposed the cause-trigger conceptual framework to develop hydro-meteorological thresholds that combine the antecedent causal factors and the actual trigger connected with landslide initiation. In fact, in some regions where rainfall-induced shallow landslides are particularly dangerous and pose a serious risk to people and infrastructures, the antecedent saturation is the predisposing factor, while the actual landslide triggering is associated with the hydrologic response to the recent and incoming precipitation. In fact, numerous studies already tried to introduce, directly or with models, the effects of antecedent soil moisture content in the empirical thresholds for improving landslide forecasting. Soil moisture can be measured locally, by a range of on-site measurement techniques, or remotely, from satellites or airborne. On-site measurements have proved promising in improving the performance of thresholds for landslide early warning. On-site data are accurate but sparse, so there is an increasing interest on the possible use of remotely sensed data. And in fact, recent research has shown that they can provide useful information for landslide prediction at regional scale, despite their coarse resolution and inherent uncertainty.

However, while remote sensing techniques provide near-surface (5cm depth) soil moisture estimate, the depth involved in shallow landslide is typically 1-2m below the surface. This depth, overlapping with the root penetration zone, is influenced by antecedent precipitation, soil texture, vegetation and, so, it is very difficult to find a clear relationship with near-surface soil moisture. Many studies have been conducted to provide root-zone soil moisture through physically-based approaches and data driven methods, data assimilation schemes, and satellite information.

In this study, the question if soil moisture information derived from current or future satellite products can improve landslide hazard prediction, and to what extent, is investigated. Hereto, real-world landslide and hydrology information, from two sites of Southern Italy characterized by frequent shallow landslides (Peloritani mountains, in Sicily, and Partenio mountains, in Campania), is analyzed. To get datasets long enough to carry out statistical analyses, synthetic time series of rainfall and soil cover response have been generated, with the application of a stochastic rainfall model and a physically based infiltration model, for both the sites. Near-surface and root-zone soil moisture have been tested, accounting also for effects of uncertainty and of coarse spatial and temporal resolution of measurements. The obtained results show that, in all cases, soil moisture information allows building hydro-meteorological thresholds for landslide prediction, significantly outperforming the currently adopted purely meteorological thresholds.

 

 

How to cite: Marino, P., Greco, R., Peres, D. J., and Bogaard, T. A.: Hydro-meteorological thresholds based on synthetic dataset for improved prediction of rainfall-induced shallow landslides., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10479, https://doi.org/10.5194/egusphere-egu2020-10479, 2020.

EGU2020-13158 | Displays | NH3.7

Perspectives on the prediction of catastrophic slope failures from satellite InSAR

Federico Raspini, Tommaso Carlà, Emanuele Intrieri, Federica Bardi, Paolo Farina, Alessandro Ferretti, Davide Colombo, Fabrizio Novali, and Nicola Casagli

In many landslide studies, the possibility to predict future behaviour is still a major concern. To date, early-warning systems have mostly relied on the availability of detailed, high-frequency data from sensors installed in situ. Methods deducing reliable failure predictions have been largely applied at local scale, where in situ monitoring systems can be installed.

The same purpose could not be chased through spaceborne monitoring applications, as these could not yield information acquired in sufficiently systematic fashion: the low data sampling frequency of most of the satellite systems hampered the possibility to retrieve the necessary details of tertiary creep characterized by accelerating deformation. So far, the lack of systematic information on ground displacement acquired at regional scale was another serious limit hampering the application of failure prediction methods at wide scale. Such limitations can be partially solved through the exploitation of new generation spaceborne platforms.

The launch of Sentinel-1 mission opened a new opportunity for InSAR monitoring applications thanks to the increased acquisition frequency, the regularity of acquisitions and the policy on data access. We demonstrate the potential of satellite Interferometric Synthetic Aperture Radar (InSAR) to identify precursors to catastrophic slope failures.

Here we present three sets of Sentinel-1 constellation images processed by means of multi-interferometric analysis. We detect clear trends of accelerating displacement prior to the catastrophic failure of three large slopes of very different nature: an open-pit mine slope, a natural rock slope in alpine terrain, and a tailings dam embankment. We determine that these events could have been located several days or weeks in advance. The results highlight that satellite InSAR may now be used to support decision making and enhance predictive ability for this type of hazard.

How to cite: Raspini, F., Carlà, T., Intrieri, E., Bardi, F., Farina, P., Ferretti, A., Colombo, D., Novali, F., and Casagli, N.: Perspectives on the prediction of catastrophic slope failures from satellite InSAR, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13158, https://doi.org/10.5194/egusphere-egu2020-13158, 2020.

EGU2020-19633 | Displays | NH3.7

SlideforMap – a regional scale probabilistic model for shallow landslide onset analysis and protection forest management

Feiko van Zadelhoff, Luuk Dorren, and Massimiliano Schwarz

In the Alps, shallow landslides repeatedly pose a risk to infrastructure and residential areas. For example, dozens of shallow landslides led to the destruction of several houses, killed one person and led to the evacuation of more than 50 houses, multiple road closure for several days in Austria in Nov. 2019. To analyse and predict the risk posed by shallow landslide, a wide range of scientific methods and tools for modelling disposition and runout exists, both for local and regional scale analyses. Most of these tools, however, do not take the protective effect, i.e. root reinforcement, of vegetation into account. Therefore, we developed SlideforMap (SfM), a probabilistic model that allows for a regional assessment of the disposition of shallow landslides while considering the effect of different scenarios of forest cover and management and of rainfall intensity.

SfM uses a probabilistic approach by attributing landslide surface areas, randomly selected from a gamma shaped distribution published by Malamud (2004), to random coordinates within a given study area. For each generated landslide, SfM calculates a factor of safety using the limit equilibrium infinite slope approach. Thereby, the relevant soil parameters, i.e. angle of internal friction, soil cohesion and soil depth, are defined by normal distributions based on mean and standard deviation values representative for the study area. Hydrology is implemented using a stationary flow approach and the topographical wetness index. Root reinforcement is computed based on root distribution and root strength derived from single tree detection data and the root bundle model of Schwarz et al. (2013). Finally, the fraction of unstable landslides to the number of generated slides per raster cells is calculated and used as an index for landslide onset susceptibility. Inputs for the model are a Digital Terrain Model, a topographical wetness index and a file containing positions and sizes of trees.

Validation of SfM has been done by calculating the AUC (Metz, 1978) for three test areas with a reliable landslide inventory in Switzerland. These test areas are in mountainous areas ranging 0.5 – 7.5 km2 with varying mean slope gradients (18 - 28°). The density of inventoried historical landslides varied from 0.4 – 59 slides/km2. This resulted in AUC values between 0.64 and 0.86. Our study showed that the approach used in SfM can reproduce shallow landslide onset susceptibility on a regional scale observed in reality.

SfM was developed to quantify the stabilizing effect of vegetation at regional scale and localize potential areas where the protective effect of forests can be improved. A first version of the model will be released in 2020 by the ecorisQ association (www.ecorisq.org).

How to cite: van Zadelhoff, F., Dorren, L., and Schwarz, M.: SlideforMap – a regional scale probabilistic model for shallow landslide onset analysis and protection forest management, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19633, https://doi.org/10.5194/egusphere-egu2020-19633, 2020.

Estimation of landslide susceptibility in mountainous areas is a prerequisite for risk assessment and contingency planning. The susceptibility to landslide is modelled based on thematic layers of information such as geomorphology, hydrology, or geology, where detailed characteristics of the area are depicted. The growing use of machine learning techniques to identify complex relationships among a high number of variables decreased the time required to distinguish areas prone to landslides and increased the reliability of the results. However, numerous countries lack detailed thematic databases to feed in the models. As a consequence, susceptibility assessment often relies heavily on geomorphic parameters derived from Digital Elevation Models. Simple parameters such as slope, aspect and curvature, calculated under a moving window of 3x3-pixels are mostly used. Furthermore, advanced morphometric indices such as topographic position index or surface roughness are increasingly used as additional input parameters. These indices are computed under a bigger window of observation usually defined by the researcher and the goal of the study. While these indices proved to be useful in capturing the overall morphology of an entire slope profile or regional processes, little is known on how the selection of the moving window size is relevant and affects the output landslide susceptibility model. 

In order to address this question, we analysed how the predicting capabilities and reliability of landslide susceptibility models were impacted by the morphometric indices and their window of observation. For this purpose, we estimate the landslide susceptibility of an area located in Tajikistan (SW Tien Shan) using a Random Forest algorithm and different input datasets. Predicting factors include commonly used 3x3-pixel morphometrics, environmental, geological and climatic variables as well as advanced morphometric indices to be tested (surface roughness, local relief, topographic position index, elevation relief ratio and surface index). Two approaches were selected to address the moving window size. First, we chose a common window of observation for all the morphometric indices based on the study area valley’s characteristics. Second, we defined an optimal moving window(s) for each morphometric index based on the importance ranking of models that include moving windows from a range of 300 to 15000 m for each index. A total of 20 models were iteratively created, started by including all the moving windows from all the indices. Predicting capabilities were evaluated by the receiver operator curve (ROC) and Precision-Recall (PR). Additionally, a measure of reliability is proposed using the standard deviation of 50 iterations. The selection of different moving windows using the feature importance resulted in better-predicting capabilities models than assigning an optimal for all. On the other hand, using a single different moving window per morphometric index (eg. most important ranked by random forest) decreases the evaluating metrics (a drop of PR from 0.88 to 0.85). Landslide susceptibility models can thus be improved by selecting a variety of meaningful (physically and methodological) windows of observation for each morphometric index. A 3x3-pixel moving window is not recommended because it is too small to capture the morphometric signature of landslides. 

How to cite: Barbosa, N., Andreani, L., and Gloaguen, R.: Improving landslide susceptibility models using morphometric indices: Influence of the observation window in the reliability of the results. , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-14571, https://doi.org/10.5194/egusphere-egu2020-14571, 2020.

EGU2020-21264 | Displays | NH3.7

Factor of safety analysis with and without vegetation using the SOSlope model

Massimiliano Schwarz, Ilenia Murgia, Filippo Giadrossich, Massimiliano Bordoni, Claudia Meisina, Gian Battista Bischetti, Gian Franco Capra, and Denis Cohen

Until now, slope stability models include the effects of the vegetation by adding a fixed value of apparent root cohesion as an estimate of root strength. However, some studies have demonstrated that root reinforcement depends on poorly constrained factors such as the heterogeneous distribution of roots in the soil and their tensional and compressional strength behavior.

SOSlope (Self-Organized Slope) is a hydro-mechanical model that computes the factor of safety on a hillslope discretized into a two-dimensional array of blocks connected by bonds to simulate the interactions of root-soil systems (Cohen and Schwarz, 2017). SOSlope estimates slope stability considering the presence of vegetation as a function of parameters such as species, tree density and diameter at breast height. In particular, bonds between adjacent blocks represent mechanical forces acting across the blocks due to roots and soil, in tension or compression, depending on the relative position of blocks. It is a strain-step discrete element model that reproduces the self-organized redistribution of forces on a slope during a rainfall-triggered shallow landslide. The innovative aspect of this model is a complete evaluation of the effects of roots on slope stability calculated using the Root Bundle Model with Weibull survival function  (RBMw, Schwarz et al, 2013).

In this case study, SOSlope was used to reconstruct a critical shallow landslide triggering and to observe how the factor of safety changes depending on the presence, or not, of vegetation. The study area is located in the north-eastern part of the Oltrepò Pavese (Pavia, Italy), and is characterized by a high density of past landslides as reported in the database of Italian landslide inventories (IFFI). In the past, the common land use was vineyards, abandoned in the 1980s. Presently, the vegetation consists of grasses and shrubs moving to a thinned forest of young Robinia pseudoacacia L.    

On 27 and 28 April 2009 a shallow landslide triggered after an intense and prolonged rainfall event (160 mm accumulated in 62 h with a maximum intensity of 22.6 mm/h). A large number of shallow landslides occurred in the surrounding area with about 29 landslides per km2 (1600 landslides in 240 km2). Five years later, on 28 February - 2 March 2014, 15 meters from a monitoring station and close to the previously affected area, another superficial landslide was triggered after 30 days of rain with a total precipitation of 105.5 mm (68.9 mm in 42 h recorded by the rain gauge of the monitoring station). In addition to the significance of this large landslide, this case study was scientifically important because it wasthe first documented case of a natural shallow landslide induced by rainfall since the 1950s (Bordoni et al, 2015).

The results of SOSlope simulations show good agreement with the real event of 28 February - 2 March 2014, and emphasize the important role of tree roots in the variation of the factor of safety. In this specific case, adding trees results in a reduction of about 39% of the dimensions of the unstable area.

How to cite: Schwarz, M., Murgia, I., Giadrossich, F., Bordoni, M., Meisina, C., Bischetti, G. B., Capra, G. F., and Cohen, D.: Factor of safety analysis with and without vegetation using the SOSlope model, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21264, https://doi.org/10.5194/egusphere-egu2020-21264, 2020.

EGU2020-4090 | Displays | NH3.7

DTM-based landslide detection using deep learning: A case study in Hong Kong

Haojie Wang and Limin Zhang

Landslide detection is an essential component of landslide risk assessment and hazard mitigation. It can be used to produce landslide inventories which are considered as one of the fundamental auxiliary data for regional landslide susceptibility analysis. In order to achieve high landslide interpretation accuracy, visual interpretation is frequently used, but suffers in time efficiency and labour demand. Hence, an automatic landslide detection method utilizing deep learning techniques is implemented in this work to conduct high-accuracy and fast landslide interpretation. As the ground characteristics and terrain features can precisely capture the three-dimensional space form of landslides, high-resolution digital terrain model (DTM) is taken as the data source for landslide detection. A case study in Hong Kong, China is conducted to validate the applicability of deep learning techniques in landslide detection. The case study takes multiple data layers derived from the DTM (e.g., elevation, slope gradient, aspect, etc.) and a local landslide inventory named enhanced natural terrain landslide inventory (ENTLI) as its data sources, and integrates them into a database for learning. Then, a deep learning technique (e.g., convolutional neural network) is used to train models on the database and perform landslide detection. Results of the case study show great performance and capacity of the applied deep learning techniques, which provides valuable references for advancing landslide detection.

How to cite: Wang, H. and Zhang, L.: DTM-based landslide detection using deep learning: A case study in Hong Kong , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4090, https://doi.org/10.5194/egusphere-egu2020-4090, 2020.

EGU2020-7393 | Displays | NH3.7

Spatio-temporal cluster analyses of landslides in Italy at national and regional scale

Marj Tonini, Kim Romailler, Gaetano Pecoraro, and Michele Calvello

Keywords: Landslides, FraneItalia, cluster analysis, spatio-temporal point process

In Italy landslides pose a significant and widespread risk, resulting in a large number of casualties and huge economic losses. Landslide inventories are critical to support investigations of where and when landslides have happened and may occur in the future, i.e. to establish reliable correlations between triggering factors and landslide occurrences. To deal with this issue, statistical methods originally developed for spatio-temporal stochastic point processes can be useful for identifying correlations between events in space and time and detecting a significant excess of cases within large landslide datasets.

In the present study, the authors propose an approach to analyze and visualize spatio-temporal clusters of landslides occurred in Italy in the period 2010-2017, considering the weather warning zones as territorial units. Besides, a regional analysis was conducted in Campania region considering the municipalities as territorial units. Data on landslide occurrences derived from the FraneItalia catalog, an inventory retrieved from online Italian news. The database contains 8931 landslides, grouped in 4231 single events and 938 areal events (records referring to multiple landslides triggered by the same cause in the same geographic area). Analyses were performed both annually, considering each year individually, and globally, considering the entire frame period. We applied the spatio-temporal scan statistics permutation model (STPSS, integrated in SaTScanTM software), which allowed detecting clusters’ location and estimating their statistical significance. STPSS is based on cylindrical moving windows which scan the area across the space and in time counting the number of observed and expected occurrences and computing the likelihood ratio. The statistical inference (p-value) is evaluated by Monte Carlo sampling and finally the most likely clusters in the real and randomly generated datasets are compared.

Although more detailed analyses are required for the determination of cause-effect relationships among landslides and other variables, some relations with the local topographic and meteorological conditions can already be argued. At national scale, spatio-temporal clusters of landslides are mainly recurrent in two zones: the area enclosing Liguria Region – Northern Tuscany at north-west and the area between Abruzzo and Molise regions at centre-east. During the year, landslide clusters are particularly abundant between October and March. as most of the events in the FraneItalia catalog are rainfall-induced, strongly influenced by seasonal rainfall patterns. Concerning the regional analysis, most of the clusters are located in the Lattari mountains, the Pizzo d’Alvano massif and the Picentini mountains, areas highly susceptible to landslide occurrence due to geomorphological factors.

In conclusion, the application of spatio-temporal cluster analysis at various scale allowed the identification of frame periods with greater landslide activity. The question of whether this increase in activity depends climate conditions or topographic factors is still open and request further investigations.

REFERENCES

Calvello, M., Pecoraro, G. FraneItalia: a catalog of recent Italian landslides. Geoenvironmental Disasters. 5: 13 (2018)

Tonini, M. & Cama, M. Spatio-temporal pattern distribution of landslides causing damage in Switzerland. Landslides 16 (2019)

How to cite: Tonini, M., Romailler, K., Pecoraro, G., and Calvello, M.: Spatio-temporal cluster analyses of landslides in Italy at national and regional scale, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7393, https://doi.org/10.5194/egusphere-egu2020-7393, 2020.

EGU2020-6749 | Displays | NH3.7

Dormant and Active Landslides Classification Using Machine Learning Algorithms Coupled With Geological Field Inspection: Pohang Case Study

Omar F. Althuwaynee, In-Tak Hwang, Hyuck-jin Park, Swang-Wan Kim, and Ali Aydda

In 1998, intense rainfall events hit the Pohang state, south west of Korea, which results in highest number of landslides registered in this area (generally the area has a relatively short history of landslide inventorying). The current inventory was digitized using Aerial photographs (lack of photogeological stereoscopic analysis of the aerial images) and coupled with basic field verification (due to limit funding available). Leaving the applied susceptibility maps models performed, using this inventory, with high degree of uncertainty.  Currently a research initiative carried to audit the landslide inventory using freely available aerial photographs and the time tuning function in Google earth for aerial archives. We notice some slopes area covered with deformed forest types that is similar in texture to that seen in digitized locations of landslides inventory. Due to long retune period of similar rainfall event, and with an assumption that the available landslides inventory might not complete. A certain hypothesis of additional investigation including field work to audit the landslides incidents is highly needed. In the current research, we assumed that, some dormant slopes caused by the 1998 event can be reactivated with the current extreme (uncontrolled) uses of slopes by human activities (constructions of real estate’s projects). To that end, a methodology of three main stages were proposed.

Stage one; Dormant susceptibility map (DSM) coupled with landslide susceptibility map will be produced. Machine learning supervised classification of eXtreme Gradient Boosting algorithms and Ensemble Random Forest, that run on tree-based classification assumption considering only active and dormant landslides as well as stable ground. Stage two; field work needs to be designed by geological and geotechnical experts to collect the doubtful locations by guidance of DSM and consider the new locations as dormant inventory. However, the areas of low dormant susceptibility (or mutual zones with Landslide susceptibility) will be recommended for advanced filed work and soil sampling test to complete the landslides identification of such highly urbanized area. Stage three; knowing the contour depths of diluvial and alluvial deposits can be useful for extracting areas that are more prone to landslides. Especially in the case of a rigid bedrock beneath the diluvial crust. Therefore, reconstructing the Quaternary formation thickness using boreholes repository and then represent the entire study area using CoKriging surface interpolation technique with elevation model. The current research results will provide us a better understanding of landcover stability conditions and their spatial prediction features.

 
hjpark@sejong.edu
omar.faisel@gmail.com

How to cite: Althuwaynee, O. F., Hwang, I.-T., Park, H., Kim, S.-W., and Aydda, A.: Dormant and Active Landslides Classification Using Machine Learning Algorithms Coupled With Geological Field Inspection: Pohang Case Study, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6749, https://doi.org/10.5194/egusphere-egu2020-6749, 2020.

 Studies of landslide evolution that improve the knowledge of ground movements are essential to understand the mechanism of deformation for landslide-prone territories to mitigate the associated risk. The large Qingpo landslide, with a volume of about 200,0000 m3, is located in a mega ancient landslide (with a width of 1300 m and a height difference about 400 meters), and a pylon is just located on the boundary of Qingpo landslide. How to accurately judge the historical evolution process, current evolution stage and the future evolution trend of the large landslides is very important for landslide and pylon monitoring and early warning. In this study, on the basis of a detailed on-site investigation, a total of 114 Sentinel-1A Images over five years with Level-1 Single Look Complex (SLC) mode and Interferometric Wide (IW) acquisition mode were downloaded from Copernicus Open Access Hub and were preprocessed by time series InSAR model, which allow us to produce deformation time series and mean deformation velocity maps. An automatic monitoring and warning scheme was designed, 10 sets of ground-based sensors, containing self-adapting crack meter, rain gauge, strain gauge and dip meter were installed, followed by real-time monitoring within one month. Ultimately, the temporal and spatial evolution characteristics of the landslide were comprehensively analyzed through on-site deformation investigation, long-term deformation monitoring by InSAR and ground-based real-time monitoring. The applicability of long-term remote sensing monitoring and real-time monitoring methods and how to use them together have also been verified. This study may can also provide a typical case for the comprehensive use of multi-source data.

How to cite: Zhao, W., Xie, M., and Ju, N.: Landslide mapping, monitoring and early warning by using optical remote sensing, InSAR and ground-based sensors: case study of the Qingpo landslide (Wenchuan, China), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3770, https://doi.org/10.5194/egusphere-egu2020-3770, 2020.

In the Three Gorges Reservoir area of China, landslides have caused considerable losses of lives, environmental and social economy during the last decade. Hence, landslide susceptibility mapping is an urgent task that could help local decision makers in disaster risk assessment and management. This study aims at generating a regional landslide susceptibility map for the Wanzhou District in the Three Gorges Reservoir (China), based on random forest (RT) and cluster algorithms. Specifically, our objectives mainly include: (i) comparing the performances among different machine learning approaches, and (ii) validating the accuracy of a novel susceptibility reclassification method which used cluster algorithm. First, nine GIS-based thematic maps presenting landslide causal factors were prepared, including elevation, slope angle, aspect, lithology, land use, topographic wetness index (TWI), distance to rivers, distance to roads, and distance to geological structures. Total 441 landslides in a landslide inventory map were divided into two subsets: 75% landslides were used as training data, and 25% landslides were validation data. To establish the hybrid intelligent method, random forest was employed to calculate the landslide occurrence probability at every raster cell whereas the cluster algorithm was used to perform landslide susceptibility zonation. The analysis results of receiver operating characteristic (ROC) curve pointed out the prediction performance of random forest was 92.8%, better than that obtained from popular artificial neural network (ANN) (81.9%) and support vector machine (84.7%) models. Meanwhile, compared with traditional GIS-based reclassification methods, in the susceptibility zonation map obtained from cluster algorithm, more historical landslides distributed in the high susceptibility zones. Hence, the proposed approach is a promising tool for spatial prediction of landslides at the study area.

How to cite: Guo, Z., Yin, K., Chen, L., and Zhou, C.: Spatial prediction of landslides for the Wanzhou District (China) applying a hybrid intelligent method based on random forest and cluster algorithms, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-522, https://doi.org/10.5194/egusphere-egu2020-522, 2020.

EGU2020-2256 | Displays | NH3.7

Monitoring and analysis of geological hazards based on loading impact change

Wei Wang, Chuanyin Zhang, Minzhang Hu, and Qiang Yang

Monitoring is essential to the prevention and control of geological hazards, yet conventional monitoring is often conducted for local geological hazards, and the relation between monitored results and geological hazards remains poorly understood. In this study, regional load deformation field model was constructed based on data from Continuously Operating Reference Stations (CORS). The relation between load-induced changes and geological hazards, as the Regular Characteristics (RCS), are obtained by comparing the geological hazards with the impact of the total load change in the whole region. Geological hazards are more prone to occurring when there are one or more RCS, especially abnormal dynamic environment appear at the same time, such as solid high tide, heavy rainfall, and so on. The RCS included the ground geodesy height change rate increasing, the ground gravity change rate decreasing, the ground vertical deviation diverging, the ground geodesy height gradient growing larger, and the ground gravity gradient growing larger. It was found that the comprehensive observations of CORS and gravity stations can effectively monitor the RCS of the load-induced changes. The results of this study provide more insights associated with the geological hazards monitoring and analysis methods as well as effective support for geological hazard forecasting.

How to cite: Wang, W., Zhang, C., Hu, M., and Yang, Q.: Monitoring and analysis of geological hazards based on loading impact change, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2256, https://doi.org/10.5194/egusphere-egu2020-2256, 2020.

EGU2020-8320 | Displays | NH3.7

An attempt to increase the geological information in landslide susceptibility mapping and sensitivity to different geological parameters

Tania Luti, Samuele Segoni, Bimla Tamburini, Giulio Pappafico, and Filippo Catani

Geological maps convey different and multifaceted information including lithology, age, tectonism and so on. This complex information is not fully exploited in landslide susceptibility (LS) studies, as a single parameter is usually derived from the geological map of the study area (e.g. the area is divided into lithological or lithostratigraphic or geological units). The aim of this work is testing different approaches to extract significant information from geological maps, creating different parameterizations, and analyzing the sensitivity of a LS model to these variations.

Our test site is a 3100 km2 wide area in Tuscany (Italy) characterized by a very complex geological setting. A 1:10000 scale geological map subdivides the area into 194 different lithostratigraphic units. This map was reclassified according to different criteria, creating 6 different parameters derived from the same geological map: lithology (6 lithological classes), age of deposition (the area was subdivided into 6 chronological units), paleogeography (6 units were differentiated on the basis of their environment of formation), genesis of the bedrock (5 classes accounted for the mechanism of formation of the outcropping rock/terrain), broad tectonic domain (the mapped elements were grouped into 5 broad structural units accounting for their tectonic history), detailed tectonic domain (same as before but with a more detailed subdivision into 10 classes).

Some of these parameters have already been used in LS studies, others have been used here for the first time; however, all of them have some connections with landslide predisposition. These parameters were used (one by one and altogether) to run seven times a landslide susceptibility model based on the widely used random forest machine learning algorithm. The model configurations and resulting maps were evaluated in terms of AUC(Area Under Curve) and OOBE(out of bag error): while the former expresses the forecasting effectiveness of each configuration, the latter expresses, among a single configuration, the importance of each input parameter.

We discovered that the results are very sensitive to the approach used to consider geology in the susceptibility assessment, with AUC values ranging from 63.5% (using chronological units) to 70.0% (using genetic units) and 75.2% (using all the geology-derived parameters simultaneously). These results are in line with OOBE statistics, which showed a similar relative importance of the geologically-driven parameters.

These outcomes can to assist future landslide susceptibility studies for different reasons:

(i)at least in our study area, lithology, which is commonly used in LS, did not provide the best results;

(ii)as geological maps provide multifaceted information, a single classification approach cannot fully grasp this complexity; therefore, the best results can be obtained using different geology-based parameters simultaneously, because each of them can account for specific features connected to landslide predisposition (to our knowledge, a similar approach has never been attempted before in LS literature).

(iii)When using thematic maps to feed LS models, it is important to fully understand the nature and the meaning of the information provided by the geology-related maps: results are very sensitive to this kind of information and the interpretation of the results should take it into account.

How to cite: Luti, T., Segoni, S., Tamburini, B., Pappafico, G., and Catani, F.: An attempt to increase the geological information in landslide susceptibility mapping and sensitivity to different geological parameters, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8320, https://doi.org/10.5194/egusphere-egu2020-8320, 2020.

EGU2020-19515 | Displays | NH3.7

Machine Learning: potential for local and regional deep-seated landslide nowcasting

Adriaan van Natijne, Roderik Lindenbergh, and Thom Bogaard

Where landslide hazard mitigation is impossible, Early Warning Systems are a valuable alternative to reduce landslide risk. To this extent nowcasting and Early Warning Systems for landslide hazard have been implemented mostly at local scale. Unfortunately, such systems are often difficult to implement at regional scale or in remote areas due to dependency on local sensors. However, in recent years various studies have demonstrated the effective application of Machine Learning for deformation forecasting of slow-moving, deep-seated landslides. Machine Learning, combined with satellite Remote Sensing products offers new opportunities for both local and regional monitoring of deep-seated landslides and associated processes.

Working from the key variables of the landslide process we selected the available satellite Remote Sensing products, the necessary assumptions for a satellite only application and evaluated the potential benefit of local information. In the absence of continuous, satellite deformation measurements, nowcasting of the system state will provide a short term deformation prediction. We demonstrate the opportunities of Machine Learning on multi-sensor monitored Austrian landslide and anticipate on the integration in an Early Warning System. Furthermore, we highlight the risks and opportunities arising from the limited physics constraints in Machine Learning.

How to cite: van Natijne, A., Lindenbergh, R., and Bogaard, T.: Machine Learning: potential for local and regional deep-seated landslide nowcasting, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19515, https://doi.org/10.5194/egusphere-egu2020-19515, 2020.

EGU2020-1730 | Displays | NH3.7

Real Time Disaster Information Transfer and Emergency Operation Systems Established for Remote Mountainous Communities in Southwestern Taiwan

Kuang-Jung Tsai, Yie-Ruey Chen, Tsung Tsai Tsai, Ming-Hsi Lee, and Jia-Xuan Li

Real Time Disaster Information Transfer and Emergency Operation Systems Established for Remote Mountainous Communities in Southwestern Taiwan

 

Kuang-Jung TSAI 1, Tsai-Tsung Tsai 2,Yie-Ruey CHEN 3, Ming-Hsi Lee4,Jia-Xuan Li 5

1Department of Land Management and Development, Chang Jung Christian University, Tainan , Taiwan

2 Department of DPRC, National Chengkuang University ,Tainan,Taiwan

3 Department of Land Management and Development, Chang Jung Christian University, Tainan , Taiwan

4 Department of Soil and Water Conservation, National Pingtung University of Science and Technology, Pingtung ,Taiwan Corresponding

5 Department of Land Management and Development, Chang Jung Christian University, Tainan , Taiwan

 

ABSTRACT

According to the report (1990) proposed by Intergovernmental Panel on Climate Change (IPCC) indicated that Extreme Climate Change has a detrimental effect on the environmental ecology, cultural system, human society and national economic development all over the world since 1950. Taiwan is located at Pacific-rim area and belongs to the sub-tropic to tropic weather characteristics. Recently, extreme heavy rainfall resulted from climate change to induce serious sediment related disasters, such as large-scale landslide and debris flow, are critical in Taiwan. There are almost 24% of total remoted mountainous communities were located within Chiayi, Tainan, Kaohsiung and  Pingtung counties/cities with the amount of 50 remote communities where is almost 24% of high potential risk area occupied by remote mountainous communities in Taiwan. Most of these communities were frequently attacked by typhoons likes Morakot (2009), which brought the accumulated rainfall more than 2450 mm within continuous 72 hours. This extreme rainfall has triggered off a crisis of compound disasters to destroy the environment systems, agricultural productions, human lifes, properties and public facilities. Within there mountainous communities more than 608 landslides with total area of 968.2ha were induced by these disasters which were based on the field investigations. In order to decrease the risk of sediment related disasters attack these remoted mountainous areas, the adaption strategy of environmental conservation, new technology of filed investigations, hazard mitigation system, environmental vulnerability analysis and disaster risk assessment should be executed as soon as possible. According to the historical record (2007-2018) from soil & water conservation Bureau indicated that most of the remote mountainous communities located at southwestern Taiwan attacked by these compound disasters are significant. Meanwhile, study on the mechanism and behavior of compounded disasters induced by extremely heavy rainfall become an important issue which was seriously concerned by Taiwan government. An establishment of real time disaster information transfer and emergency operation systems would be positively concerned and recognized as an important issue by this research. Hopefully, all results can be expected to promote and enhance the disaster prevention capability for the remoted mountainous communities in southern Taiwan.

Keywords:climate change, extreme rainfall, sediment related disasters, adaption strategy

How to cite: Tsai, K.-J., Chen, Y.-R., Tsai, T. T., Lee, M.-H., and Li, J.-X.: Real Time Disaster Information Transfer and Emergency Operation Systems Established for Remote Mountainous Communities in Southwestern Taiwan, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1730, https://doi.org/10.5194/egusphere-egu2020-1730, 2020.

A wireless tracer real-time monitoring system was developed and verified to be suitable for the real-time remote dynamic monitoring of typhoon- and flood-related scour at riverbeds and human-made structures (such as bridge abutments, spur dikes, and embedments). This study focused on the use of a wireless tracer to aid the real-time dynamic monitoring of natural disasters, including slope landslides, thus devising a real-time warning system for sediment disaster prevention and response. We selected Dajin Bridge, which is situated at Taiwan’s Zhoukou River, as the research site for deploying the monitoring system. Monitoring stations for detecting changes in the river’s course were established at both a downstream meander of the Dajin Bridge and a nearby revetment. Specifically, scour monitoring columns were separately buried at these two locations. Each column was equipped with five wireless tracers, and 16 coding sand jars were used to facilitate vertical installation of wireless tracers. Real-time monitoring stations for tracking slope changes were constructed using two methods. In both methods, an upright column was used to install the tracers, and a shielding net cover was additionally used in the second method to expand its monitoring range. After several heavy rain events, no slides or landslides were detected by the landslide stations; an on-site investigation corroborated this observation. As for the detection of the change in the river’s course, three wireless tracers were flushed away. Nonetheless, because the scour depth posed no immediate threat to river bank safety, additional safety measures were not required. The remaining wireless tracers were also adequate for the safety monitoring of river banks, bridges, and other structures within the research area. The aforementioned results demonstrate the effectiveness of the devised remote real-time monitoring system for detecting environmental changes. The system can thus provide real-time remote safety information on changes in slope and a river’s course for residents in mountainous areas.

How to cite: Yang, H. C., Su, C. C., and Chen, Y. C.: Research of Landslide Environment Monitoring Technology for Villages at Fluvial Terraces of the Gaoping River Basin of Taiwan, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1750, https://doi.org/10.5194/egusphere-egu2020-1750, 2020.

Soil depth plays critical role in prediction studies reflecting hydrologic mechanism such as shallow landslide and debris flow although there are many parameters. Thus, many researchers are studying the estimation of soil depth distribution using various methods such as a kriging and artificial neural networks (ANNs) since it is not easy to get a detailed soil depth distribution in field. The aims of this study are 1) to estimate detailed spatial distribution of soil depth (various methods such as ANNs, Kriging, s- and z-model, and c-model) and, 2) to apply them for assessment of shallow landslide instability and debris flow. To do this, soil depth of 760 points using knocking pole test method and elevation datasets using GPS-RTK were collected at Mt Jiri, South Korea. To analysis the accuracy of each estimated soil depth distribution, the lowest root mean square error (RMSE), mean absolute error (MAE) and the highest values of the coefficient of determination (R2) were applied and, ANNs method showed reasonable result better than did others. In the effect of shallow landslide instability and debris flow assessment with the each soil depth distribution results, soil depth distribution using an ANNs method also showed high simulated model performance by modified success ratio (MSR). These results indicated that ANNs can be one of the methods to estimate the soil depth distribution for improvement of accuracy of shallow landslide instability mapping and debris flow assessment.

How to cite: Kim, M., Kim, J., Oh, H.-J., and Kim, J.: Estimation of spatial soil depth and its application for shallow landslides and debris flow assessment: case study at Mt. Jiri, S. Korea , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4354, https://doi.org/10.5194/egusphere-egu2020-4354, 2020.

There are almost 24% of total remoted mountainous communities located in Chiayi, Tainan, Kaohsiung and Pingtung counties/cities of southern Taiwan. During recent years, the extreme rainfall events brought huge amounts of rainfall and triggered severe environmental disasters such as landslides, debris flows, flooding and sediment disasters in southern Taiwan. The maximum rainfall of typhoon Morakot in August 2009 was approaching 3,000 mm during 4 days in mountainous area of Chiayi city. There are 359 landslides occurred nearby the remoted mountainous communities in the study area during the typhoon event. The landslide area was over 900 ha.

The potential assessments of environmental disasters for 38 remoted mountainous communities nearby the riverbank were analyzed. The landslide areas nearby the 38 communities in last 10 years (2007-2016) were identified. The numerical models (HEC-RAS, CCHE-2D and FLO-2D) were used to simulate the flooding level, scouring and deposition of river bed and the influence area of debris-flow occurrence under different return periods (25, 50 and 100 years). The results show that there are 5, 4 and 14 high potential communities of landslide, flooding and debris flow disasters, respectively. The results proposed by this study can provide the disaster risk management of administrative decisions to lessen the impacts of environmental disasters for remoted mountainous communities nearby the riverbank in southern Taiwan under climate change.

How to cite: Lee, M.-H., Chiang, K.-F., and Tsai, K.-J.: The Potential Assessment of Environmental Disasters for Remoted Mountainous Communities nearby the Riverbank in Southern Taiwan under Climate Change, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4935, https://doi.org/10.5194/egusphere-egu2020-4935, 2020.

EGU2020-6397 | Displays | NH3.7

Evaluation of rainfall-induced large-scale landslide potential using Scoops3D

Jie-Lun Chiang and Chia-Ming Kuo

Taiwan is located in the Pacific volcanic seismic zone and frequently suffers from landslides and debris flow caused by typhoons. On average, there are four typhoons which may cause tremendous disasters such as massive landslides in Taiwan mainly from July to September every year. The aim of this study is to evaluate the development of large-scale landslide area under various cumulative rainfalls. The study area of this study is Liouquei, Kaohsiung in southern Taiwan. Firstly, the relationship of rainfall and groundwater level were built. The equation of change of groundwater level and rainfall is h=38.2R, R2=0.83. Then, 10m digital elevation model (10m-dem) was used to evaluate elevation, slope, aspect and etc. Finally, geology and 10m-dem were used to build Scoops3D model of Liouquei area.

Scoops3D, which is released by the United States geological survey (USGS), evaluates slope stability throughout a digital landscape represented by a digital elevation model (DEM). The program uses a three-dimensional (3D) method of columns limit-equilibrium analysis to assess the stability of many potential landslides (typically millions) within a user-defined size range. We simulated the potential landslide area under a cumulative rainfall in 24 hours from 800mm~1600mm. The results show that landslide area contributed 65%~76% of the entire potential large-scale landslide area.

How to cite: Chiang, J.-L. and Kuo, C.-M.: Evaluation of rainfall-induced large-scale landslide potential using Scoops3D, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6397, https://doi.org/10.5194/egusphere-egu2020-6397, 2020.

EGU2020-12265 | Displays | NH3.7

Landslide Susceptibility Assessment Considering Imbalanced Data: Comparison of Random Forest and Multi-Layer Perceptron

JungHyun Lee, HyuckJin Park, DongJun Lee, and SooHyeon Lim

The landslide prediction analyzes the various landslides related factors and their correlations physically or mathematically. Many researches used statistical methods to consider the relationships between landslide occurrence location and related factors such as topography, and geology. Existing statistical methods produces errors due to the variety and uncertainty of the input data. Recently, machine learning techniques using artificial intelligence and big data is proposed to improve the accuracy and efficiency of landslide prediction and management. Landslide is caused by the nonlinear relationships of potential related factors and the effects of triggered factors such as meteorological or man-made damage. This study proposes a better performance of the prediction results by using machine learning model that is suitable for considering the nonlinear correlation of related factors.
Generally, landslides occur in very small numbers in widely study areas. In order to construct a predictive model using machine learning, the information about the landslide occurrence location and the non-landslide occurrence location must be used. However, all the study area data is used, the landslide prediction results are not reliable because they are mainly affected by the information about the non-landslides. Therefore, to minimize over-fitting or under-fitting due to data imbalance, the appropriate sampling rate of landslide and non-landslide data should be considered.
In this study, landslide prediction was performed using a machine learning models Random Forest (RF) and Multi-Layer Perceptron (MLP). RF builds multiple decision trees and merges them together to get a more accurate and stable prediction. RF model can be obtained variable importance which variables have the most predictive power. This value is used to identify the characteristics of related factors and to select the related factors to be used for landslide predicts. MLP is feedforward neural network with one or more layers between input and output layer. This model consists of at least three layers of nodes and each node is a neuron that uses a nonlinear activation function. So, it can distinguish data that is not linearly separable. Use this model to analyze nonlinear correlation landslide data, taking into account the importance of the factors and the sampling rate, and to verify the results.
This study aims to compare the results (susceptibility index) according to the change of sampling data rate using Random Forest and Multi-Layer Perceptron and to verify the model performance.

Acknowledgement: This research was supported by the MSIT (Ministry of Science, ICT), Korea, under the High-Potential Individuals Global Training Program (2019-0-01561) supervised by the IITP(Institute for Information & Communications Technology Planning & Evaluation).

How to cite: Lee, J., Park, H., Lee, D., and Lim, S.: Landslide Susceptibility Assessment Considering Imbalanced Data: Comparison of Random Forest and Multi-Layer Perceptron, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12265, https://doi.org/10.5194/egusphere-egu2020-12265, 2020.

EGU2020-18614 | Displays | NH3.7

Shallow landslides involving weathered and fractured bedrock: a comparative susceptibility analysis between deterministic and statistical models

Enrico D'Addario, Leonardo Disperati, José Luís Zêzere, Raquel De Melo, and Sérgio Oliveira

Shallow landslide susceptibility modelling at regional scale may be performed using both a physically based and statistical approach. For the same area, these two approaches can have inconsistent results, mainly because the two methods are conceptually different. Physically based models are based on the infinite slope model and consists on the computation cell by cell of a safety factor comparing between driving and resisting forces. The assumption that landslides occur in slopes that are characterized by predisposing factors similar to those in which landslides have occurred in the past, is the concept behind the statistical models. The aim of this work is to compare the two approach and investigate the differences between the two models. The study area is located in northern Tuscany, central Italy, in which an extensive field survey highlighted that about 60% of landslides involve bedrock. For this reason, we developed a physically based susceptibility analysis taking into account both the surficial layer (slope deposit, SD) and the underlying layer (BR), characterized by weathered and fractured bedrock. This model is compared to the statistically based one, which take into account topographic and geologic predisposing factor as well as bedrock geo-mechanical properties, such Geological Strength Index (GSI), Schmidt hammer rebound values (Rv) and Joint density (Jv). The accuracy of the models is evaluated using a multi-temporal landslide inventory, in which involving bedrock landslides are distinct from slope deposits landslides. Within this general framework results are discussed regarding the model’s predictive capacity and spatial agreement.

How to cite: D'Addario, E., Disperati, L., Zêzere, J. L., De Melo, R., and Oliveira, S.: Shallow landslides involving weathered and fractured bedrock: a comparative susceptibility analysis between deterministic and statistical models , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18614, https://doi.org/10.5194/egusphere-egu2020-18614, 2020.

EGU2020-19584 | Displays | NH3.7

Comparison of the performance of spatial landslide prediction with TRIGRS1D and SCOOPS3D models and parameter optimization: application to the Oltrepò Pavese

Nunziarita Palazzolo, David J. Peres, Massimiliano Bordoni, Claudia Meisina, Enrico Creaco, and Antonino Cancelliere

Physically based models based on the combination of hydrological and slope stability models are important tools in spatial and temporal prediction of landslides, since they can be used for hazard mapping as an aid for land planning. In many applications, hydrological models are combined with very simple infinite slope stability analysis, given that multi-dimensional analysis is more computationally demanding. Only a few studies have attempted to apply such algorithms to the catchment scale. Thus, there is a need for more studies on this issue, also to understand the real advantages of applying multi-dimensional slope stability analysis in comparison with the one-dimensional. 

This study aims to compare the performance of two different forecasting models, namely the infinite slope and the three-dimensional stability analysis by SCOOPS3D (Software to analyze three-dimensional slope stability throughout a digital landscape), a very efficient model proposed by USGS to be applied to the catchment scale, which has seldom been applied so far in the literature. In particular, TRIGRS (Transient Rainfall Infiltration and Grid-Based Regional Slope-stability Model) is used for hydrological analysis.  Then the resulting pressure head field is used first as input to the infinite slope stability model embedded into TRIGRS program itself and then as input to SCOOPS3D. To calibrate the terrain stability-related parameters of either piece of software, a multi-objective optimization is proposed in this work to maximize the model predictability performance, in an attempt to optimize ROC performance statistics, i.e. to maximize the true positive rate while simultaneously minimizing the false positive rate.

The approach was applied to a real case study, a catchment in the Oltrepò Pavese (northern Italy), in which the areas of triggered landslides were accurately monitored during an extreme rainfall on 27-28 April, 2009, featuring 160 mm in 48 h. Compared to other works in the scientific literature, in which only a generic point of location of landslides was known, the present work benefits from the availability of a detailed landslide inventory containing observed landslide shapes.

The results point out the significantly better performance of  SCOOPS3D, in comparison with the infinite slope stability. Though SCOOPS3D seems to overestimate landslide prone areas, the 3D method is more realistic than the 1D method as far as the slip surface definition is concerned. Therefore, the proposed methodology, lying in the use of SCOOPS 3D with optimized parameters, can be a helpful tool for providing multiple landslide hazard maps for planning.

How to cite: Palazzolo, N., Peres, D. J., Bordoni, M., Meisina, C., Creaco, E., and Cancelliere, A.: Comparison of the performance of spatial landslide prediction with TRIGRS1D and SCOOPS3D models and parameter optimization: application to the Oltrepò Pavese, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19584, https://doi.org/10.5194/egusphere-egu2020-19584, 2020.

EGU2020-12199 | Displays | NH3.7

Envisaging post-earthquake snowmelt-induced shallow landslides under climate change

Srikrishnan Siva Subramanian, Xuanmei Fan, Ali. P. Yunus, Theo van Asch, Qiang Xu, and Runqui Huang

Seasonal snow cover occupies around 33 % of the earth’s surface and draws the underlying landscape to serious natural hazards under climate change. The frequency of shallow landslides in seasonal cold regions is increasing, i.e., in the French Alps, Umbria in Italy, and Hokkaido in Japan. Further, tectonically active seasonally cold areas are more susceptible to spring landslides if an earthquake occurs during pre-winter. Hazard assessment and risk mitigation of snowmelt-induced landslides in such a scenario requires physically-based prediction models. However, studies focusing on the impacts of future snowmelt on shallow landslides are scarce. To comprehend these, the complex interactions between the atmosphere, hydrological, and geomechanical systems within a catchment under future climate need detailed studies. Present methods for snowmelt induced soil slope instability analysis are single-slope based and applied for individual cases. The challenge remain is to simulate the interactions between the atmosphere, hydrological, and geomechanical systems by coupling micro and macro-scale processes within a catchment for regional-scale future forecasts. In this perspective, we developed a novel spatially distributed, a physically-based numerical approach to compute slope stability within a basin, explicitly considering the atmosphere-ground, hydrology, and mechanical interactions on a day to day time step. Using this model, we envisaged future snowmelt-induced landslides under increased and decreased melt rates and post-earthquake settings. We obtained the probability density curves of these future landslides and found that under slower snowmelt rates, the occurrence probability of individual landslides remains the same, whereas, under rapid and increased snowmelt rates, the size-distribution of the landslides increase one magnitude and doubles if rapid snowmelt follows an earthquake.

How to cite: Siva Subramanian, S., Fan, X., Yunus, Ali. P., van Asch, T., Xu, Q., and Huang, R.: Envisaging post-earthquake snowmelt-induced shallow landslides under climate change, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12199, https://doi.org/10.5194/egusphere-egu2020-12199, 2020.

EGU2020-8862 | Displays | NH3.7

Seismologically understanding the basal sliding depth and groundwater level for deep-seated landslide

Wei-An Chao, Chun-Hung Lin, Che-Ming Yang, Keng-Hao Kang, Yu-Ting Kuo, Jason Nugi, Ming-Chien Chung, Chih-Pin Lin, and Tung-Lin Tai

Deep-seated landslide is one of most catastrophic and disastrous geohazards. Probing the spatial extent and basal sliding interface of the deep-seated landslide is not only particularly critical for understanding landslide size (i.e., volume and collapsed area), but also crucial for landslide hazard assessment. The conventional investigations such as the borehole drilling and seismic profiles are usually challenging for investigating landslide body comprehensively in space due to the expensive cost and the limitations of geophysical exploration. Recent studies of ambient seismic noise monitoring have provided an additional tool to monitor the subsurface medium in a non-invasive and relatively inexpensive way, which advances the investigating landslide geological structure. Here, we applied the ambient seismic noise monitoring technique to deep-seated landslide at Fanfan, Ilan area in northeastern Taiwan. The multiple geophysical, geotechnical and geodetic approaches including active multi-channel analysis of surface wave (MASW), real-time kinematic (RTK) measurement, campaign GPS, borehole time-domain reflectometer (TDR) and groundwater level (GWL) gauge are adopted during our monitoring period. A series of relation analysis found that the variations of frequency-dependent seismic velocity changes (dv/v), TDR sliding behavior, time series of groundwater level associated to two heavy rainfall episodes concurrently. With the available shear-wave velocity model (VS) derived from MASW, the depth range sensitive to different frequency band for surface wave can be certainly determined. Clear 3-5 Hz dv/v measurement at seismic station of V01 collocated with GWL gauge can be found with the largest reduction of ~ 1%, coinciding with 1 m GWL increasing. Models with different thickness layer (H), basal depth (d), Vs perturbation (dVs) were exercised, and a good fit between predicted spectral dv/v and the frequency-dependent dv/v measurements at seismic station V02 with H = 0.5 m, d = 21 m and dVs = 0.5. TDR measurement showed the obvious sliding signals is consistent with the shear zones identified by borehole log with the depth ranging from 48 to 50 m. These results demonstrate that multidisciplinary perspectives are needed to increase a better understanding of landslide structure. Consequently, a model linking variations of dv/v and TDR measurements is proposed to better understand sliding characteristics, which could potentially toward failure prediction of deep-seated landslide.

How to cite: Chao, W.-A., Lin, C.-H., Yang, C.-M., Kang, K.-H., Kuo, Y.-T., Nugi, J., Chung, M.-C., Lin, C.-P., and Tai, T.-L.: Seismologically understanding the basal sliding depth and groundwater level for deep-seated landslide, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8862, https://doi.org/10.5194/egusphere-egu2020-8862, 2020.

In landslide studies, comparing the outcomes obtained by different models is a very robust test for their predictive capability and quantitative indexes are often used to assess which model provides the best predictions. The literature about landslide susceptibility is rich of works where two or more susceptibility models are validated in terms of AUC (area under ROC curve), then the AUC values are compared and the model that provided the highest AUC value is considered the best one.

The main purpose of this work is to expand this classical approach, which is too simplistic as it neglects any geomorphological consideration, and to propose a new approach that shifts the comparison at the pixel scale, linking the local-scale differences encountered with specific features of the study area. The proposed advanced comparison approach can be summarized with the following steps:

  1. The susceptibility maps obtained by different models are compared on a pixel-by-pixel basis to define pixels affected by underestimation (UE) and overestimation (OE) of susceptibility values.
  2. If present, systematic spatial patterns of UE and OE are identified.
  3. The patterns are cross-checked with all the explanatory variables used in the susceptibility assessments.
  4. The lithological and morphological features of the study area that are typically associated to underestimations and overestimations of susceptibility are identified and quantitatively characterized.
  5. The quantitative information provided by the previous steps is used to provide a geomorphological interpretation of the differences in the susceptibility values provided by the models, thus adding a more robust element to judge which of them should be used in hazard management, and how.

As a case of study, we used four susceptibility maps already defined with random forest (RF), index of entropy (IOE), frequency ratio (FR), and certainty factor (CF) in Wanzhou County (China). A classical validation procedure showed that RF provided the best outcomes, with a 0.801 AUC. After applying the advanced comparison procedure, we obtained deeper insights on the susceptibility models, explaining e.g. why and where RF performed significantly better than the other models and identifying systematic errors that could be associated to distinctive geomorphological features of the test site. Indeed, we discovered that RF is more able to exploit the very complex parameterization of the problem, with 13 parameters, sometimes interrelated each-other, with a total of 80 classes. Moreover, we found that the other models produced systematic errors in correspondence with some lithological units and in fluvial terraces. The area is characterized by 5 orders of relict fluvial terraces, clearly defined only in some small stretches, and the results obtained showed that landsliding has probably been one of the predominant geomorphological process responsible for their depletion.

How to cite: Segoni, S., Xiao, T., Chen, L., Yin, K., and Casagli, N.: An advanced method to validate and compare susceptibility maps by investigating local-scale differences and highlighting the role of geomorphological features, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8456, https://doi.org/10.5194/egusphere-egu2020-8456, 2020.

EGU2020-12901 | Displays | NH3.7

Spatial Prediction and Hazard Assessment Models of Hillslope Debris Flows at Village-Side Hillslope in Eastern Taiwan

Tien-Chien Chen, Chun-Yang Cheng, Chunya Su, and Hsiao Yuan Yin*

This study develops the spatial prediction and hazard assessment models of hillslope type debris flow (HDF) to enhance the prevention and early warning of the HDF disaster to the villages. Induced by serious earthquakes and extreme weather conditions, HDF occurred frequently on the villages-side slopeland in Eastern Taiwan. The small scale HDF are often prone into high damage, because those slopeland is adjacent to the village. Based on this, to develop the spatial prediction and hazard assessment models of HDF is improving the safety of the residents.

This study uses the slope unit concept to establish the proper topographic unit for the spatial analysis. Fisher’s discriminant method is applied to develop the HDF spatial prediction model which consisted in 7 factors achieved from the slope units of metamorphic geology area in Eastern Taiwan. 27 HDF and 27 landslide events were adopted to develop the spatial prediction model, the model as following:

y=-1.144X1-0.993X2-0.049X3+0.622X4+0.353X5+0.57X6+0.478X7

In above equation, y is the discriminant function, X1 is the Average width of watershed, X2 is the Average gradient of the initiation region, X3 is the form factor of the initiation region, X4 is average width of the initiation region, X5 is the Depression ratio of the initiation segment1, X6 is the depression ratio of the transport segment DRT, X7 is the Gradient ratio of the initiation region. If the discriminant function y is greater than 0, a HDF is identified, otherwise a shallow landslide slope is identified. The results showed the overall correct estimation ratio is 88.2% and 85% verification ratio have been achieved in this study. 

The prediction model was then applied to 8 villages in study area, and the results show that 15 HDF have been caught in a total of 19 HDF in 8 village. The capture rate is about 79% and the overall capture rate of HDF and landslide unit is also 85%. In overall, the results show a good applicability of the prediction model in the metamorphic rock.

The project further draw up the hazard assessment model and comparing the result to the real HDF events which investigated by the field survey in 8 villages. Results showed that the potential of real HDF events were mostly classified in medium and high potential levels. Among them, there are 15 HDFs classified in medium and high potential in 19 HDFs. Concluding the results of the potential analysis, the result show a good application tendency in this research.

How to cite: Chen, T.-C., Cheng, C.-Y., Su, C., and Yin*, H. Y.: Spatial Prediction and Hazard Assessment Models of Hillslope Debris Flows at Village-Side Hillslope in Eastern Taiwan, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12901, https://doi.org/10.5194/egusphere-egu2020-12901, 2020.

This research is concerned with the prediction accuracy and applicability of statistical landslide susceptibility model to the areas with dense landslide distribution caused by extreme rainfall events and how to draw the annual landslide susceptibility maps after the extreme rainfall events. The landslide induced by 2009 Typhoon Morakot, i.e. an extreme rainfall event, in the Chishan river watershed is dense distributed. We compare the annual landslide inventories in the following 5 years after 2009 Typhoon Morakot and finds the similarity of landslide distribution.

The landslide distributions from 2008 to 2014 are concentrated in the midstream and upstream watersheds. The landslide counts and area in 2009 are 3.4 times and 7.4 times larger than those in 2008 due to 2009 Typhoon Morakot. The landslide counts and area in 2014 are only 69.8% and 53.4 % of those in 2009. The landslide area from 2010 to 2014 shows that the landslide area in the following years after 2009 Typhoon Morakot gradually decreases if without any heavy rainfall event with more accumulated rainfall than that during 2009 Typhoon Morakot.

The landslide ratio in the upstream watershed in 2008 is 1.37%, and that from 2009 to 2014 are over 3.51%. The landslide ratio in the upstream watershed in 2014 is 1.17 times larger than that in 2009. On average, the landslide inventory from 2010 to 2014 in the upstream watershed is composed of 60.1 % old landslide originated from 2009 Typhoon Morakot and 39.9 % new landslide.

The landslide ratio in the midstream watershed reaches peak (9.19%) in 2009 and decreases gradually to 2.56 % in 2014. The landslide ratio in 2014 in the midstream watershed is only 27.9% of that in 2009, and that means around 72.1 % of landslide area in 2009 in the midstream watershed has recovered. On average, the landslide inventory from 2010 to 2014 in the midstream watershed is composed of 76.1 % old landslide originated from 2009 Typhoon Morakot and 23.9 % new landslide.

The research uses the landslide area in 2009 and 2014 in the same subareas to calculate the expanding or contracting ratio of landslide area. The contracting ratio of riverbank and non-riverbank landslide area in the midstream watershed are 0.760 and 0.788, while that in the downstream watershed are 0.732 and 0.789. The expanding ratio of riverbank and non-riverbank landslide area in the upstream watershed are 1.04 and 1.02.

The annual landslide susceptibility in each subarea in the Chishan river watershed in a specific year from 2010 to 2014 is the production of landslide susceptibility in 2009 and the contraction or expanding ratio to the Nth power, and the N number is how many years between 2009 and the specific year. We adopt the above-mentioned equation and the landslide susceptibility model based on the landslide inventory after 2009 Typhoon Morakot to draw the annual landslide susceptibility maps in 2010 to 2014. The mean correct ratio value of landslide susceptibility model in 2009 is 70.9%, and that from 2010 to 2014 are 62.5% to 73.8%.

How to cite: Wu, C.: Drawing the landslide susceptibility maps based on long term evolution of extreme rainfall-induced landslide , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8361, https://doi.org/10.5194/egusphere-egu2020-8361, 2020.

Landslide forecasting and early warning at regional scale are difficult task and they are usually accomplished by the mean of statistical approaches aimed to define rainfall thresholds and landslide susceptibility maps.
 Landslide susceptibility maps are based on the analysis of predisposing factors to assess the spatial probability of landslide occurrence, while rainfall thresholds are based on the correlation, valid on a wide area, between landslide occurrence and triggering factors, which usually are a couple of rainfall parameters, such as rainfall duration and intensity.
Susceptibility maps are static map that can be used for the spatial prediction of the most landslide prone areas, nut cannot be used to predict the temporal occurrence of a landslide triggering.
Rainfall thresholds can be used for temporal prediction, but with a coarse spatial resolution (usually some hundreds or thousands of km2), and the reference areas could contains both plains and hillslopes, so the alerts could involves both areas, even if landslides are improbable in river plains; this means that rainfall thresholds are not very suitable to identify the most probable triggering sites.
Rainfall thresholds and susceptibility maps can be therefore conveniently combined into dynamic hazard matrixes to obtain spatio-temporal forecasts of landslide hazard.
To combine these inputs, they are combined in a purposely-built hazard matrix, where each parameter is classified into 3 classes: landslide susceptibility map has been classified in S1 (low susceptibility), S2 (medium susceptibility) and S3 (high susceptibility), while rainfall rate has been classified in the classes R1, R2 and R3, by the definition of 2 rainfall thresholds.
The combination of the aforementioned classes allowed to define a matrix with 5 hazard classes, from H0 (null hazard) to H4 (high hazard), which was calibrated so that there was not any landslide in the H0 class and that the 90% of the landslide were in H2-H4 classes.
The result of this procedure is a dynamic hazard map, where the hazard, which is calculated for each pixel, can change over the time, based on rainfall rate variations.
For operational purposes, such a map cannot be used, since the pixel based resolution is too fine to be used during an emergency or to plan any activity in the planification phase, so the results have been aggregated at municipality scale, which is more easily readable for the end-users as local administrators and decision makers.
In this way it is possible to overcome the issues due to the stillness of susceptibility maps and to the coarse spatial resolution of rainfall thresholds, also avoiding results which could be hardly understandable outside of the scientific community.
This procedure was tested in a test site located in Northern Tuscany (Italy) and the work showed the possibility of obtaining results which are balanced between the scientific soundness and the needs of end-users like mayors, local administrators and civil protection personnel.

 

How to cite: Rosi, A., Segoni, S., Tofani, V., and Catani, F.: Spatio-temporal landslide forecasting based on combination of rainfall thresholds and landslide susceptibility maps: a test in the Northern Apennines (Italy)., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9124, https://doi.org/10.5194/egusphere-egu2020-9124, 2020.

EGU2020-8278 | Displays | NH3.7

Landslide hazard risk mapping based on Random Forest Classification in Ruijin, Jiangxi, China

Zhou Xiaoting, Weicheng Wu, Ziyu Lin, Guiliang Zhang, Renxiang Chen, Song Yong, Wang Zhiling, Lang Tao, Ou Penghui, Huangfu Wenchao, Zhang Yang, Xie Lifeng, Xiaolan Huang, Yaozu Qin, Shanling Peng, and Shao Chongjian

Landslides are common geological hazards that not only affect the normal road traffic but also pose a great threat and damage to human lives and properties. This study aims to conduct such a hazard risk mapping using Random Forest Classification (RFC) approach taking Ruijin County in Jiangxi, China as an example. Multi-source data namely terrain (DEM, slope and aspect), precipitation, the normalized difference vegetation index (NDVI) representing vegetation condition and abundance, strata and their lithology, distance to roads, distance to rivers, distance to faults, thickness of weathering crust, soil type and texture, etc., were employed for this study. The non-numeric data such as geological strata, soil units, faults, were spatialized and assigned values in terms of their susceptibility to landslide. Similarly, linear features such as roads, rivers and faults were buffered with distances of 0-30, 30-60, 60-90 and 90-120 m and each buffer zone was assigned a susceptibility value of landslide, e.g., zones 0-30, 30-60, 60-90 and 90-120 of road buffers were assigned respectively 10, 7, 4, and 1, meaning that the closer to the road, the higher risk of landslide. In total, 16 hazard factor layers were derived and converted into raster. 156 landslide hazards that have truly taken places (points) and been verified in field were used to create a training set (TS, 70% of total landslides) and a validation set (VS, 30%) by buffering-based rasterization procedure. A number of polygons were defined in places where landslide is unlikely to occur, e.g., water bodies, zero-slope plain, and urban areas. These polygons were added to the TS as non-risk area. Then, RFC was conducted to model the probability of landslide risk using these 16 factor layers as predictors and TS for training. The obtained RF model was applied back to the 16 factor layers to predict the probability of landslide risk at each pixel in the whole county. The prediction map was checked against the VS and found that the Overall Accuracy and Kappa Coefficient are respectively 92.18% and 0.8432, and the landslide-prone areas are mainly distributed on two sides of the roads. The results reveal that extremely high-risk zones with a probability of more than 0.9 take up 76.70 km2 in the county, and the distance to roads is the most important factor followed by precipitation among all factors causing landslides as road construction and housing development cut off slopes leading to instability of the weathered crust; and heavy rainfalls trigger the instability. Our study shows that the RFC prediction has high accuracy and in good consistency with field observation.

How to cite: Xiaoting, Z., Wu, W., Lin, Z., Zhang, G., Chen, R., Yong, S., Zhiling, W., Tao, L., Penghui, O., Wenchao, H., Yang, Z., Lifeng, X., Huang, X., Qin, Y., Peng, S., and Chongjian, S.: Landslide hazard risk mapping based on Random Forest Classification in Ruijin, Jiangxi, China, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8278, https://doi.org/10.5194/egusphere-egu2020-8278, 2020.

EGU2020-10545 | Displays | NH3.7

Post-earthquake hazard assessments might become rapidly ineffective under rapidly-evolving landslide controls

Ali P Yunus, Xuanmei Fan, Gianvito Scaringi, and Filippo Catani

Strong earthquakes, especially on mountain slopes, generate unconsolidated deposits of regolith, prone to remobilization by aftershocks and rainstorms. Assessing the hazard they pose and what controls their remobilizations in the years following the mainshock has not yet been attempted, primarily because of the lack of multitemporal landslide inventories. By exploiting a multitemporal inventory (2005–2018) covering the epicentral region of the 2008 Wenchuan earthquake and a set of predictor variables (seismic, topographic, and hydrological), we perform statistical tests to understand the evolution of controlling factors for debris remobilization in time. Our analyses, supported by a random-forest susceptibility assessment model, reveal a prediction capability of seismic-related variables depleting with time, as opposed to hydro-topographic parameters gaining importance and becoming predominant within a decade. Results may have important implications on the way conventional susceptibility/hazard assessment models should be employed in areas where coseismic landslides are the main sediment production mechanism on slopes.

How to cite: Yunus, A. P., Fan, X., Scaringi, G., and Catani, F.: Post-earthquake hazard assessments might become rapidly ineffective under rapidly-evolving landslide controls, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10545, https://doi.org/10.5194/egusphere-egu2020-10545, 2020.

EGU2020-6487 | Displays | NH3.7

Space-Time Landslide Predictive Modelling

Luigi Lombardo, Thomas Opitz, Francesca Ardizzone, Raphaël Huser, and Fausto Guzzetti

Landslides are nearly ubiquitous phenomena and pose severe threats to people, properties, and the environment. Investigators have for long attempted to estimate landslide hazard to determine where, when, and how destructive landslides are expected to be in an area. This information is useful to design landslide mitigation strategies, and to reduce landslide risk and societal and economic losses. In the geomorphology literature, most attempts at predicting the occurrence of populations of landslides rely on the observation that landslides are the result of multiple interacting, conditioning and triggering factors. Here, we propose a novel Bayesian modelling framework for the prediction of space-time landslide occurrences of the slide type caused by weather triggers. We consider log-Gaussian cox processes, assuming that individual landslides stem from a point process described by an unknown intensity function. We tested our prediction framework in the Collazzone area, Umbria, Central Italy, for which a detailed multi-temporal landslide inventory spanning 1941-2014 is available together with lithological and bedding data. We tested five models of increasing complexity. Our most complex model includes fixed effects and latent spatio-temporal effects, thus largely fulfilling the common definition of landslide hazard in the literature. We quantified the spatio-temporal predictive skill of our model and found that it performed better than simpler alternatives. We then developed a novel classification strategy and prepared an intensity-susceptibility landslide map, providing more information than traditional susceptibility zonations for land planning and management. We expect our novel approach to lead to better projections of future landslides, and to improve our collective understanding of the evolution of landscapes dominated by mass-wasting processes under geophysical and weather triggers.

How to cite: Lombardo, L., Opitz, T., Ardizzone, F., Huser, R., and Guzzetti, F.: Space-Time Landslide Predictive Modelling, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6487, https://doi.org/10.5194/egusphere-egu2020-6487, 2020.

Soil water content is often a landslide’s trigger factor, in particular the shallow ones. Although there is no simple relationship between the water content into the soil and the hydraulic conditions of the slopes at the depths at which the landslides develop, the knowledge of the actual soil moisture is fundamental for the study of landslides, thus, it should be monitored.
The LAMP (LAndslide Monitoring and Predicting) system is employed in the INTERREG-ALCOTRA project called AD-VITAM. LAMP (Bovolenta et al., 2016) was yet formulated for the analysis and forecasting of landslides triggered by rain. It adopts a physically based Integrated Hydrological Geotechnical (IHG) model (Passalacqua et al., 2016) and is implemented in GIS. In this Project, the IHG model is fed by data measured using a Wireless Sensor Network (WSN), this formed by low-cost and self-sufficient sensors. The WSN may gather rainfall, temperature, surface’s displacement data (these by mass-market GNSS receivers in RTK) and, in this case, soil water content (by capacitive sensors).
The WaterScout SM100 capacitive sensors were lab-analyzed then, recognized as satisfactory, installed on-site together with their related equipment. These sensors connect to a “Sensor Pup”, which has four available channels; therefore, four sensors are installed at each node, at different depths from ground-level, in order to achieve a vertical soil-moisture profile and the rate of infiltration.
The selection of the most suitable spots for the water content soil-sensors’ installations depends on the presence of shallow soil layers and of the radio signal emission-reception’s too.
The sensors may be set up both in vertical or horizontal direction. In general, the vertical installation is preferable. This implies the creation of small adjacent vertical holes, each one reaching a different depth, where the sensors are singularly pushed. Alternatively, the horizontal one may be adopted, by the opening of a small trench where the sensors are manually inserted at different depths, along a quasi-vertical vertical line. The full contact between the soil and the sensors is always verified, immediately after the installation, using a directly connected FieldScout reader to any single sensor. Furthermore, it is necessary to protect the emerging cables and to avoid preferential ways for water infiltration along the wiring lines.
The monitoring networks, installed at the two Italian sites of Mendatica and Ceriana, are currently providing informations in real-time. The data acquired at five nodes, distributed at each of these two sites (40 sensors in total), are currently relayed on a specific web-portal by a GSM connected Retriever-Modem, marking the evolutions of soil moisture profiles at depths between 10 and 85 cm from ground level: these continuous data allow the analysis of the infiltration and evapotranspiration phenomena. Moreover, a correlation between the soil moisture contents and the local displacements is made possible. Finally, a specific calibration of the SM100 sensors’ in relation to the on-site soil types is in progress.

How to cite: Passalacqua, R., Bovolenta, R., Federici, B., and Iacopino, A.: Soil water contents and displacements monitoring, integrated into a Hydrological-Geotechnical Model for the evaluation of large-scale susceptibility to landslides triggered by rainfalls, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5014, https://doi.org/10.5194/egusphere-egu2020-5014, 2020.

NH3.8 – Landslide investigation using Remote Sensing and Geophysics

EGU2020-9082 | Displays | NH3.8

Integrated time-lapse geophysical surveys for hydrogeological characterisation and monitoring of a clay-rich landslide in North Yorkshire, UK

Jim Whiteley, Sebastian Uhlemann, Arnaud Watlet, Jimmy Boyd, Jonathan Chambers, and Michael Kendall

Landslides triggered by hydrological factors pose a risk to human safety and socioeconomic activities across the world. Detailed knowledge of the spatial extents of hydrogeological units in the landslide system, combined with an understanding of how moisture dynamics within these units vary over time, is crucial for identifying failure mechanisms and predicting future slope destabilisation. For landslide systems in which point-source monitoring information is sparse or depth-limited, spatially high-resolution time-lapse geophysical surveys can be used to both characterise the subsurface and infer changes in the saturation state in areas for which no point-source observations are available. Hence, geophysical characterisation and monitoring approaches can be used to improve local landslide early-warning systems, the majority of which predominantly rely on surface observations, or sparse subsurface data, to inform failure predictions.

Here, we present the results of an integrated geophysical characterisation and monitoring campaign undertaken at the Hollin Hill Landslide Observatory in North Yorkshire, UK. The observatory is situated in Lias Group mudrocks, comprising the failing clay-rich Whitby Mudstone Formation overlying the more stable Staithes Sandstone Formation. The landslide displays accelerated displacement during periods of high antecedent ground moisture and increased rainfall, driven by increased pore water pressures at the contact between the mudstone and sandstone. Over a period of 22 months, eleven co-located electrical resistivity tomography and seismic refraction tomography surveys were undertaken at the site. This campaign has the aim of characterising and monitoring the subsurface at resolutions and depths greater than exclusively using on-site surface or near-surface sensors (piezometers, moisture content and water potential sensors, etc.) or intrusive observations (boreholes, trial-pits, etc.).

Using a combined analysis of geoelectrical and seismic data, the subsurface of the landslide is discretised into hydrogeological units, which have distinct geoelectrical and seismic relationships corresponding to spatial variations in lithology and saturation. Variations in resistivity over time within these units are sensitive to changes in moisture content, and established site-specific petrophysical relationships between resistivity and moisture content are used to monitor the saturation state of the subsurface. Similarly, seismic derivatives, in particular P- to S-wave ratio and Poisson’s ratio, are sensitive to changes in elastic properties induced by increases in moisture, providing information on the volumetric changes of subsurface units in relation to changes in saturation. The integrated monitoring provided by these combined geoelectrical and seismic methods reveals relative spatiotemporal variations in material properties including saturation, shear strength and shrink-swell state, all of which are important when considering slope destabilisation. This study highlights the need for incorporating high-spatial resolution monitoring approaches for managing and mitigating future landslide failures, and underscores geophysical monitoring methods as a powerful tool to be included when providing early-warning of slope destabilisation.

How to cite: Whiteley, J., Uhlemann, S., Watlet, A., Boyd, J., Chambers, J., and Kendall, M.: Integrated time-lapse geophysical surveys for hydrogeological characterisation and monitoring of a clay-rich landslide in North Yorkshire, UK, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9082, https://doi.org/10.5194/egusphere-egu2020-9082, 2020.

Given a landslide, which are the constituent materials? How are the material inhomogeneities distributed? Which are their properties? What are the deformation processes? How large are the boundaries or how depth is/are the slip surface/s? Answering these questions is not a simple goal. Therefore, since the ‘70s, the international community (mainly geophysicists and lower geologists and geological engineers) has begun to employ, together with other techniques, active and passive geophysical methods to characterize and monitor landslides. Both the associated advantages and limitations have been highlighted over the years, but some drawbacks are still open.

On the basis of the more recent landslides classification by Hungr et al. dated 2014, an analysis of about 120 open access papers published in international journals between the 2007 and the 2018 has been carried out. The aim of this review work was to evaluate the geophysical community efforts in overcoming the geophysical technique limitations highlighted in the conclusion section of the review of 2007 by Jongmans and Garambois. These drawback can be summarized ad follow: 1) geophysicists have to make an effort in the presentation of their results; 2) the resolution and the penetration depth of each method are not systematically discussed in an understandable way; 3) the geological interpretation of geophysical data should be more clearly and critically explained; 4) the challenge for geophysicists is to convince geologists and engineers that 3D and 4D geophysical imaging techniques can be valuable tools for investigating and monitoring landslides; and 5) efforts should also be made towards obtaining quantitative information from geophysics in terms of geotechnical parameters and hydrological properties

Moreover, the review work highlighted that the most studied landslides are those of the flow type and fall type for the “soil” and “rock” category, respectively. From the “employed method” point of view, active and passive seismic methods are the most employed in landslide characterization and monitoring. The latest method is also able to remotely detect events that might otherwise go unnoticed for weeks or months, and therefore, it is widely employed. The three more frequently applied techniques to characterize and monitor the slope deformation are electrical resistivity tomography, seismic noise, and seismic refraction. Finally, the main conclusion is that independently of the applied technique/s or the landslide type, a very accurate and high-resolution survey could be performed only on a small landslide portion, as it is costly and time-consuming, even though geophysical techniques are defined as cost and time effective compared to traditional field methods.

How to cite: Morelli, S., Pazzi, V., and Fanti, R.: Landslides and Geophysics: a review of the advantages and limitations on the basis of the last twelve years open access international literature, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5236, https://doi.org/10.5194/egusphere-egu2020-5236, 2020.

EGU2020-6975 | Displays | NH3.8

Investigation of ancient mass movements by seismic noise analysis: application to the Romanian Carpathian Mountains

Léna Cauchie, Anne-Sophie Mreyen, Philippe Cerfontaine, Mihai Micu, and Hans-Balder Havenith

Assessing the geometry and volume of mass movements is essential for the appraisal of slope stability and for the understanding of slope failure trigger mechanisms. For the latter, we developed seismic ambient noise measurement techniques in order to better characterize the sub-surface of ancient deep-seated landslides in seismic regions as the Carpathian Mountains in Romania.
In particular, we conducted thorough seismological and geophysical campaigns on the landslides of Eagle’s Lake, Paltineni, and Varlaam, in the Buzau-Vrancea region, Romania. This region, marked by a high seismicity with intermediate-depth earthquakes, hosts very large and generally old (i.e. >1000 years) mass movements with morphologies which might be due to seismically induced failure.

On the three study sites, we performed abundant horizontal-to-vertical noise spectral ratio (HVSR) measurements and installed several seismic arrays. The HVSR technique, based on the analysis of three component seismic signals, is commonly used to identify the resonance frequency of a given site. Polarization of the seismic wavefield is also investigated over the landslides. Through the installation of seismic arrays, we analyse the dispersive properties of the surface waves. By jointly inverting the information through a non-linear approach, we retrieve the shear-wave velocity profiles beneath the arrays and identify velocity contrasts with depth.
On Eagle’s Lake and Paltineni rockslides, the results have also been integrated with seismic refraction tomography profiles, evidencing lateral contrasts in soil properties, and multichannel analysis of surface waves providing the subsurface shear-wave velocities. At Varlaam, the extensive measurements performed over the landslide allowed us to identify a major impedance contrast at depth highlighting the base of the failed body. We also performed UAV flights to establish a 3D model of the investigated sites. All these investigations contributed to assess the landslide geometries and estimate the volumes of the failed bodies.

This work aims, in prospect, at reconstructing the conditions and the energy needed for triggering these landslides in order to understand if a seismic component is applicable in the failure process.

How to cite: Cauchie, L., Mreyen, A.-S., Cerfontaine, P., Micu, M., and Havenith, H.-B.: Investigation of ancient mass movements by seismic noise analysis: application to the Romanian Carpathian Mountains, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6975, https://doi.org/10.5194/egusphere-egu2020-6975, 2020.

EGU2020-7308 | Displays | NH3.8

Seismic characterization of clays blocks ruptures in a clayey landslide, the Harmaliere landslide.

Sylvain Fiolleau, Denis Jongmans, Gregory Bièvre, Guillaume Chambon, and Laurent Baillet

Many regions of the world are exposed to landslides in clayey deposits, which pose major problems for land management and human safety. Clayey landslide activity is complex, showing a succession of periods of inactivity and reactivation phases that can evolve into sudden acceleration and catastrophic landslides and/or flows. Understanding the processes that control this activity therefore requires the continuous monitoring of specific parameters. At the end of June 2016, the Harmalière clayey landslide (located 30 km south of the city of Grenoble in the French Alps) was dramatically reactivated at the headscarp after 35 years of continuous but limited activity. The total volume involved, which moved in the form of tilted blocks of different sizes, was estimated at about 3,106 m3. Several sensors, including seismometers and GNSS stations, were installed immediately behind the main escarpment in early August 2016. They recorded a rupture involving a block of a few hundred cubic meters in November 2016. Additional data (seismology, meteorology, piezometer, etc.) were provided by a permanent observatory located a few hundred meters away in the nearby Avignonet landslide (RESIF2006). Two three-component seismic sensors were placed on the collapsed block and 10 meters aft on the stable part respectively.

Thus, four seismic parameters were monitored for 4 months until the clay block rupture: the cumulative number of microseisms, the resonance frequency of the block, the relative variation in Rayleigh wave velocity (dV/V) and the correlation coefficient (CC) in the range 1-12 Hz. All these parameters showed a significant precursor signal before the rupture, but at very different times. During the monitoring period, they also showed different responses to environmental parameters and in particular to precipitation. The resonance frequency increased slightly but steadily from 8 to 9 Hz (+12%) during the pre-break period, then decreased from 9 Hz to 7 Hz (-22%) just one hour before the break. However, the other three parameters showed significant variations a few weeks before failure. The dV/V and CC parameters reacted 1.5 month before the failure, during a very heavy rain event. The CC showed a general decrease over time, first affecting the high frequencies, then gradually spreading to the low frequencies. Finally, seismic activity is almost constant during the first three months, with only slight temporary increases during precipitation. One month before the rupture, a significant increase in the number of events is observed.

This study shows the potential of monitoring different seismic parameters over time in order to predict the slip of blocks in a clay material.

How to cite: Fiolleau, S., Jongmans, D., Bièvre, G., Chambon, G., and Baillet, L.: Seismic characterization of clays blocks ruptures in a clayey landslide, the Harmaliere landslide., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7308, https://doi.org/10.5194/egusphere-egu2020-7308, 2020.

EGU2020-19726 | Displays | NH3.8

Passive RFID, a new technology for dense and long-term monitoring of unstable structures: review and prospective.

Mathieu Le Breton, Laurent Baillet, Éric Larose, Etienne Rey, Denis Jongmans, Fabrice Guyoton, and Philippe Benech

            Billions of passive radiofrequency tags are produced by the Radio-Frequency Identification (RFID) industry every year to identify goods remotely. New research and business applications are continuously arising, including recently localization and sensing for earth science. Indeed, the cost of tags is often several orders of magnitudes below conventional outdoor sensors used in earth science, allowing to deploy up to thousands of tags with minimal investment. Furthermore, passive wireless tags require little maintenance, which fits well for years-long monitoring. This study reviews the earth science applications that are being developed today, that use RFID devices available on the market, i.e., 900 MHz far-field tags and 125 kHz near-field tags.

            Ground displacements of centimeters to hundreds of meters can be monitored using RFID location techniques. Indeed, RFID tags were firstly used in earth science to track the displacement of riverine and coastal sediments due to bedloading. Near-field tags inserted in pebbles can be identified typically up to 0.5 m from the reading device even when buried. The tags are read either by fixed portals or by a mobile device, obtaining either high space or time resolution data, respectively. Very recently, measuring the phase difference of arrival of far-field tags allowed to estimate displacements with centimetric accuracy, with a tag-reader distance up to 50 m. That allowed measuring the ground displacements continuously relatively to a fixed reader, or to estimate tags location placed on the ground by carrying a reader over a drone using the synthetic aperture radar method. Alternatively, RFID tags can also be used for sensing the evolution over time of the temperature, moisture level, vibrations, resonant frequency or crack opening of a geologic object.

            This review presents multiple applications for monitoring unstable rock/earth structures using RFID. First, slow landslides can be monitored with accurate displacement monitoring and with soil moisture sensors. Then, prone-to-failure rock columns could be monitored by sensing crack opening or resonant frequency, using the same tags as with the concrete structure applications. Finally, sediment loading due to rapid mass movements such as floods, debris flows, tsunami or typhoons, have been studied largely using tags placed into pebbles.

 

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.

How to cite: Le Breton, M., Baillet, L., Larose, É., Rey, E., Jongmans, D., Guyoton, F., and Benech, P.: Passive RFID, a new technology for dense and long-term monitoring of unstable structures: review and prospective., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19726, https://doi.org/10.5194/egusphere-egu2020-19726, 2020.

EGU2020-11876 | Displays | NH3.8

Mapping landslides from EO data using deep-learning methods

Nikhil Prakash, Andrea Manconi, and Simon Loew

Landslide hazard has always been a significant source of economic losses and fatalities in the mountainous regions. Knowledge of the spatial extent of the past and present landslide activity, compiled in the form of a landslide inventory map, is essential for effective risk management. High-resolution data acquired by Earth observation (EO) satellites are often used to map landslides by identifying morphological expressions that can be associated with past and/or recent deformation. This is a slow and difficult process as it requires extensive manual efforts. As a result, such maps are not readily available for all the landslide hazard affected regions. Fully automated methods are required to exploit the exponentially increasing amount of EO data available for landslide hazard assessments. In this context, conventional methods like pixel-based and object-based machine learning strategies have been studied extensively in the last decade. Recent advances in convolutional neural network (CNN), a type of deep-learning method, has outperformed other conventional learning methods in similar image interpretation tasks. In this work, we present a deep-learning based method for semantic segmentation of landslides from EO images. We present the results from a study area in the south of Portland in Oregon, USA. The landslide inventory for training and ground truth was extracted from the Statewide Landslide Information Database of Oregon (SLIDO). We were able to achieve a probability of detection (POD) greater than 0.70. This method can also be extended to be used for rapid mapping of landslides after a major triggering event (like earthquake or extreme metrological event) has occurred.

This work is done in the framework of European Commission's Horizon 2020 project "BETTER”. More information is available on the website https://www.ec-better.eu/.

How to cite: Prakash, N., Manconi, A., and Loew, S.: Mapping landslides from EO data using deep-learning methods, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11876, https://doi.org/10.5194/egusphere-egu2020-11876, 2020.

The recent development of mobile surveying platforms and crowd-sourced information has produced a huge amount of non-validated data 
that are now available for research. In the field of landscape analysis, with particular reference to geomorphology and engineering geology, images generated by autonomous platforms (such as UAVs, ground-based acquisition systems, satellite sensors) and pictures obtained from web data-mining can be easily gathered and contribute to the fast surge in the amount of non-organised information that engulf data storage facilities. The high potential impact of such methods, however, may be severely impacted by the need of a massive amount of Human Intelligent Tasks (HIT), which is necessary to filter and classify the data, whatever the final purpose.
In landslide hazard analysis, both UAV-surveys and the gathering of crowd-sourced information generate big-data that would require HITs before becoming usable in early warning, vulnerability assessment, residual risk estimation, model parametrisation and mapping. Very often, this an important limitation to the real-world applications that are actually feasible with the support of such systems. Examples of such HITs are the intelligent guidance of drones, the classification of fake news, the validation of post-disaster information.
Computer vision can be of great help in fostering the autonomous capability of intelligent systems to complement, or completely substitute, HITs. Image and object recognition are at the forefront of this research field. They are based on a number of computer-aided methods that rely on different degrees of interaction with the user, ranging from semi-automated object-based detection to deep learning by neural networks. 
In this work, we present a new set of convolutional neural networks specifically designed for the automated recognition of landslides and mass movements in non-standard pictures that can be used for supporting UAV automated guidance and data-mining filtering. The deep learning has been accomplished by resorting to transfer learning of some of the top-performers CNNs available in the literature. Results show that the deep learning machines, calibrated on a relevant dataset of validated images of landforms, are able to supply reliable predictions with computational time and resource requirements compatible with most of the UAV platforms and web data-mining applications for landslide hazard studies.

 

How to cite: Catani, F.: Landslide recognition by deep learning of non-standard multi-source images, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19477, https://doi.org/10.5194/egusphere-egu2020-19477, 2020.

EGU2020-12676 | Displays | NH3.8

Depth, area, volume, and kinematics of slow-moving landslides from airborne synthetic aperture radar and mass conservation

Alexander Handwerger, Eric Fielding, Adam Booth, and Mong-Han Huang

Slow-moving, deep-seated landslides travel downslope at rates of only a few meters per year and can remain active for decades and possibly centuries. As a result, they transmit large quantities of sediment to the channel network and are a major natural hazard that impact transport corridors and infrastructure. However, because slow-moving landslides rarely fail catastrophically, it is challenging, and often infeasible to directly measure their thickness and volume, two key parameters required to quantify sediment flux and to model landslide motion. Here we use remote sensing data from the NASA/JPL Uninhabited Aerial Vehicle Synthetic Aperture Radar (UAVSAR) to measure the 3-D surface velocity and geometry of over 90 slow-moving landslides in the California Coast Ranges. We then use mass conservation techniques to infer the thickness and volume of each landslide. These landslides have volumes that span between 104 and 107 m3, thicknesses between 3 and 90 m, and move at average annual rates < 5 m/yr. We also examined landslide depth-area and volume-area geometric scaling relations and compared our findings to a worldwide inventory of soil and bedrock landslides compiled by Larsen et al. (2010). We find that the landslide thickness, area, and volume are larger than soil landslides and smaller than bedrock landslides globally. Lastly, we estimate the subsurface geometry of the catastrophic Mud Creek landslide, central California Coast Ranges, during a period of slow motion that lasted at least 8 years before its ultimate failure. We find a volume of ~2.0 x 106 m3, which is close to the post-catastrophic failure volume measured using Structure From Motion (~2.1 x 106 m3) by Warrick et al. (2019). Therefore, in certain cases, it is possible to constrain landslide thickness and volume prior to catastrophic collapse. Our work shows how state-of-the-art remote sensing techniques can be used to better understand landslide processes and quantify their contribution to landscape evolution.

How to cite: Handwerger, A., Fielding, E., Booth, A., and Huang, M.-H.: Depth, area, volume, and kinematics of slow-moving landslides from airborne synthetic aperture radar and mass conservation, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12676, https://doi.org/10.5194/egusphere-egu2020-12676, 2020.

EGU2020-20702 | Displays | NH3.8

Multi-scale analysis of landslide occurrence and evolution using optical and radar time series

Sigrid Roessner, Robert Behling, Mahdi Motagh, and Hans Ulrich-wetzel

Landslides represent a worldwide natural hazard and often occur as cascading effects related to triggering events, such as earthquakes and hydrometeorological extremes. Recent examples are the Kaikoura earthquake in New Zealand (November 2016), the Gorkha earthquake in Nepal (April/May 2015), and the Typhoon Morakot in Taiwan (August 2009) as well as less intense rainfall events persisting over unusually long periods of time as observed for Central Asia (spring 2017) and Iran (spring 2019). Each of these events has caused thousands of landslides that account substantially to the primary disaster’s impact. Moreover, their initial failure usually represents the onset of long-term progressing slope destabilization leading to multiple reactivations and thus to long-term increased hazard and risk. Therefore, regular systematic high-resolution monitoring of landslide prone regions is of key importance for characterization, understanding and modelling of spatiotemporal landslide evolution in the context of different triggering and predisposing settings. Because of the large extent of the affected areas of up to several ten thousands km2, the use of multi-temporal and multi-scale remote sensing methods is of key importance for large area process analysis. In this context, new opportunities have opened up with the increasing availability of satellite remote sensing data of suitable spatial and temporal resolution (Sentinels, Planet) as well as the advances in UAV based very high resolution monitoring and mapping.

During the last decade, we have been pursuing extensive methodological developments in remote sensing based time series analysis including optical and radar observations with the goal of performing large area and at the same time detailed spatiotemporal analysis of landslide prone regions. These developments include automated post-failure landslide detection and mapping as well as assessment of the kinematics of pre- and post-failure slope evolution.  Our combined optical and radar remote sensing approaches aim at an improved understanding of spatiotemporal dynamics and complexities related to evolution of landslide prone slopes at different spatial and temporal scales.  In this context, we additionally integrate UAV-based observation for deriving volumetric changes also related to globally available DEM products, such as SRTM and ALOS.  

We present results for selected settings comprising large area co-seismic landslide occurrence related to the Kaikoura 2016 and the Nepal 2015 earthquakes. For the latter one we also analyzed annual pre- and post-seismic monsoon related landslide activity contributing to a better understanding of the interplay between these main triggering factors. Moreover, we report on ten years of large area systematic landslide monitoring in Southern Kyrgyzstan resulting in a multi-temporal regional landslide inventory of so far unprecedented spatiotemporal detail and completeness forming the basis for further analysis of the obtained landslide concentration patterns. We also present first results of our analysis of landslides triggered by intense rainfall and flood events in spring of 2019 in the North of Iran. We conclude that in all cases, the obtained results are crucial for improved landslide prediction and reduction of future landslide impact. Thus, our methodological developments represent an important contribution towards improved hazard and risk assessment as well as rapid mapping and early warning

How to cite: Roessner, S., Behling, R., Motagh, M., and Ulrich-wetzel, H.: Multi-scale analysis of landslide occurrence and evolution using optical and radar time series, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20702, https://doi.org/10.5194/egusphere-egu2020-20702, 2020.

EGU2020-19236 | Displays | NH3.8

Sentinel-1 for Granada coast landslides monitoring and potential damage assessment

Anna Barra, Cristina Reyes-Carmona, Oriol Monserrat, Jorge Pedro Glave, Gerardo Herrera, Rosa María Mateos, Roberto Sarro, Marta Bejar, José Miguel Azañón, and Michele Crosetto

The InSAR technique has been proved to be a powerful tool in order to detect, monitoring and analyse movements related to geological phenomena. Its application ranges from regional/national scale to a very detailed scale, up to a single building analysis. Moreover, since 2014, the free and constant availability of Sentinel-1 data has been helping the tendency of using more and more this technique in the institutional risk management activities. Many European and national projects have been financed in order to investigate and improve the processing performances and broaden the operational use and application of the results. In this work, we present the first results developed in the framework of the project Riskcoast (SOE3/P4/E0868) over an area of around 4 km2 in Andalucía (Spain), including the city and the coast of Granada. Riskcoast has been funded by the Interreg Sudoe Programme through the European Regional Development Fund (ERDF). The presented work is as an example of multi scale (medium to large) application of InSAR for geohazard applications. The velocity map including the estimation of the displacement time series have been produced over the whole area by processing 139 radar images of the Sentinel-1 (A and B). Starting from those results a rapid and semi-automatic extraction of the most significant active displacement areas (ADA) has been performed. Then, after a classification of the detected areas, a more detailed analysis has been done over some selected costal landslides. Over those landslides a damage mapping has been generated based on field surveys, and then analysed together with the spatial gradient of displacement derived by the InSAR results. The Riskcoast project will be introduced and the first results presented.

How to cite: Barra, A., Reyes-Carmona, C., Monserrat, O., Glave, J. P., Herrera, G., Mateos, R. M., Sarro, R., Bejar, M., Azañón, J. M., and Crosetto, M.: Sentinel-1 for Granada coast landslides monitoring and potential damage assessment , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19236, https://doi.org/10.5194/egusphere-egu2020-19236, 2020.

Landslides and floods driven by typhoon and monsoon rainfall cause thousands of fatalities and millions of pesos in damage to infrastructure and commerce in the Philippines each year. The Philippines accounts for 46% of rainfall-triggered landslides in SE Asia, although it represents only 6% of the land area (Petley, 2012).

Despite their relevance, landslide inventories are very scarce in the Philippines, and most of them are point-based inventories, so lacking landslide magnitude. This makes it difficult both to assess their magnitude-frequency relationships (major component of hazard assessment) and to provide landslide sediment delivery rates to the river network (needed for better prediction of channel morphodynamics, flood risk and reservoir management), which is one of the main goals of the SCaRP project (Simulating Cascading Rainfall-triggered landslide hazards in the Philippines), funded under Newton Programme (UK Research and Innovation).

Manually mapping landslides to obtain polygon-based landslide inventories in areas affected by RILs (Rainfall Induced regional Landslide events) is a time-consuming task, which is often not affordable for the authorities in terms of resources and time. Meanwhile, automatic methods to map landslides based on satellite imagery have broadly improved during the last decade (e.g.: Alvioli et al 2018).

The city of Itogon (Benguet, Luzon) and its surroundings was hit by typhoon Mangkhut in September 2018, which triggered thousands of landslides, including a fatal one that killed over 70 miners. We selected a test area of 135 km2, with a high density of landslides.

The objective of this work was twofold: 1) to characterize the geomorphological features of the landslides that occurred in the area of Itogon due to the passage of Typhoon Mangkhut, 2) to analyze the potential of automatic tools to map landslides from satellite imagery.

A total number of 1100 shallow landslides and flows were manually mapped, with areas ranging from tens to tens of thousands of m2.  An automatic pixel-based approach (developed within H2020 HEIMDALL project and called Slidex)  was tested, which relies on a Random Forest classification using Sentinel-2 bands and a set of radiometric indices. The algorithm was trained over several regions (e.g. Japan, Sierra Leone) and applied to the Philippines. The results suggest that the change in land cover is the best indicator to identify landslides automatically, though the efficiency of the tool was improved by including geomorphological parameters such as slope and minimum area affected.

 

Alvioli, M., Mondini, A. C., Fiorucci, F., Cardinali, M., & Marchesini, I. (2018). Topography-driven satellite imagery analysis for landslide mapping. Geomatics, Natural Hazards and Risk, 9(1), 544–567. https://doi.org/10.1080/19475705.2018.1458050

Petley, D. (2012) Global patterns of loss of life from landslides. Geology, 40(10), 927-930

How to cite: Abancó, C., Bennett, G., Briant, J., and Battiston, S.: Towards an automatic landslide mapping tool based on satellite imagery and geomorphological parameters. A study of the Itogon area (Philippines) after Typhoon Mangkhut, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-17940, https://doi.org/10.5194/egusphere-egu2020-17940, 2020.

EGU2020-11197 | Displays | NH3.8

Landslide dynamics inferred from in-situ measurements and time series of terrestrial imagery: the Cliets rockslide (Savoie, French Alps)

Mathilde Desrues, Jean-Philippe Malet, Ombeline Brenguier, Aurore Carrier, and Lionel Lorier

Several geodetic methods can be combined to better understand landslide dynamics and behavior. The obtained deformation/displacement fields can be analyzed to inverse the geometry of the moving mass and the mechanical behavior of the slope (kinematic regime, rheological properties of the media), and sometimes anticipate the time of failure. Among them, dense in-situ measurements (total station measurements, extensometer data and GNSS surveys) allow reaching accuracy close to the centimeter. These techniques can be combined to dense time series of passive terrestrial imagery in order to obtain distributed information. Actually, more and more passive optical sensors are used to provide both qualitative information (detection of surface change) and quantitative information using either a single camera (quantification of displacement by correlation techniques) or stereo-views (creation of Digital Surface Models, DSM).

 

In this study, we analyze a unique dataset of the Cliets rockslide event that occurred on 9 February 2019. The pre-failure and failure stages were documented using the above mentioned methods. The performance of the methods are evaluated in terms of their possible contribution to a monitoring survey.

 

The Cliets landslide is located in the French Alps (Savoie) and is affecting the high traffic road of Gorges de l’Arly. Located upstream of a tunnel, the unstable slope was instrumented by the SAGE Society during the crisis in the period July–February 2019. About 8000 m3 collapsed closing the tunnel access for one year. Topographic measurements of a series of 41 benchmarks by automated total station were used to determined the time of rupture and the landslide mechanical behavior (tertiary creep vs stable regime). Additionally, a fixed CANON EOS 2000D with a lens with a focal length of 24 mm, was installed in front of the landslide. Images were acquired hourly and the time series was processed using the TSM processing toolbox (Desrues et al., 2019). Displacement fields were generated over time and compared to the topographic measurements. Photogrammetric surveys were carried out to generate several DSMs before and after the crisis. It allowed to estimate the volume of the collapsed masses. Finally, geophysical surveys were included in the study to determine the thickness of the potential unstable layer.

The results allow highlighting (1) different kind of behaviors which are identified and explained by a simple physical models, (2) the volumes of the displaced masses, and (3) the absence of a direct relation of the failure with the meterological forcing factors.

 

Acknowledgments: These works are part of a CIFRE / ANRT agreement between IPGS/CNRS UMR7516 and the SAGE Society.

How to cite: Desrues, M., Malet, J.-P., Brenguier, O., Carrier, A., and Lorier, L.: Landslide dynamics inferred from in-situ measurements and time series of terrestrial imagery: the Cliets rockslide (Savoie, French Alps), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11197, https://doi.org/10.5194/egusphere-egu2020-11197, 2020.

EGU2020-10451 | Displays | NH3.8 | Highlight

Monitoring of rock glacier flow velocity variations using imagery, laser scan data and ground-based interferometric synthetic aperture radar (GBInSAR) at the Finstertal reservoir (Austria)

Christine Fey, Erik Kuschel, Anna Sara Amabile, Wolfgang Straka, and Christian Zangerl

Rock glaciers are geomorphological phenomena of mountain permafrost which slowly move downslope as a consequence of the ice deformation. During the last few decades, many rock glaciers in the Alps are showing an increase of flow velocities which is most probably caused by climate change. However, the factors influencing the flow velocities (e.g. air temperature, meltwater infiltration, internal rock glacier characteristics) are not fully understood. Data about the annual, inter-annual and diurnal rock glacier flow velocities are essential to understand the influence of climatic factors on rock glaciers.

This study focused on the Finstertal rock glacier, located in the Eastern Alps, where flow velocities are reconstructed since the 1970s based on aerial imagery, airborne and terrestrial laser scan data. Since 2014, a terrestrial laser scanning (TLS) based monitoring is implemented. The maximum flow velocities of the Finstertal rock glacier increased from 0.1 m/year (time period 1970-1997) to 1.4 m/year (time period 2015-2016) and is currently about 1.3 m/ year (time period 2018-2019).

The accuracy of aerial imagery and laser scan data is in the range of centimetres and well suited to analyse the annual variability of rock glaciers. Imagery and laser scan data are not suited for shorter time intervals, where the absolute displacement of a rock glacier is smaller than the measurement accuracy. Consequently, for the understanding of interannual and diurnal variations in rock glacier flow velocities, other measurement methods are needed. Ground-based interferometric synthetic aperture radar (GBInSAR) is able to detect spatial deformations in the range of sub-centimeters.

Therefore, to get a more detailed understanding of the rock glacier flow velocity variations, a GBInSAR was installed on Finstertal hydroelectric dam to measure the rock glacier flow velocities between October to November 2019. In this study, preliminary results on diurnal flow velocity variations of Finstertal rock glacier, based on GBInSAR, are presented, and compared to annual variations derived from aerial imagery and laser scan data.

How to cite: Fey, C., Kuschel, E., Amabile, A. S., Straka, W., and Zangerl, C.: Monitoring of rock glacier flow velocity variations using imagery, laser scan data and ground-based interferometric synthetic aperture radar (GBInSAR) at the Finstertal reservoir (Austria), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10451, https://doi.org/10.5194/egusphere-egu2020-10451, 2020.

EGU2020-13118 | Displays | NH3.8 | Highlight

Long-term geophysical-geotechnical monitoring of landslide processes

Jon Chambers and the Landslide Geophysics Consortium

We assess the use of novel geophysical monitoring approaches to spatially characterise geotechnical properties and processes driving slope failure, and consider the contribution of geophysical technologies to the development of slope-scale early warning systems (EWS). In particular, we focus on geoelectrical monitoring approaches to image moisture driven processes, supported by the use of shallow seismic surveys to illuminate elastic property distributions and changes. We describe an approach for using spatial and volumetric geophysical models of slope structures and processes to better inform geotechnical models of slope stability and estimates of factor of safety.

Key components of the approach have included: automated schemes and instrumentation for measuring and processing field-scale time-lapse geophysical and geotechnical data sets; laboratory based assessments of geophysical-geotechnical property relationships (e.g. between resistivity, moisture content and pore suctions) to aid the interpretation of slope-scale geophysical models; and linked geophysical-geomechanical modelling to provide near-real-time estimates of slope stability to aid forecasting of landslide events. Our approach is illustrated with results from a range of field sites located on natural and engineered slopes. We conclude that the spatially rich subsurface information provided by geophysical monitoring can make a substantial contribution to landslide EWS and can provide an improved understanding of the condition of unstable slopes.

How to cite: Chambers, J. and the Landslide Geophysics Consortium: Long-term geophysical-geotechnical monitoring of landslide processes, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13118, https://doi.org/10.5194/egusphere-egu2020-13118, 2020.

EGU2020-9022 | Displays | NH3.8

Electrical resistivity monitoring of an earthslide with electrodes located outside the unstable zone (Pont-Bourquin landslide, Swiss Alps)

Grégory Bièvre, Denis Jongmans, Thomas Lebourg, and Simon Carrière

Electrical Restivity Tomography (ERT) is one of the most employed geophysical technique to monitor landslide evolution. The measured variations of resistivity can be related to changes in underground moisture, porosity, water chemistry, etc. With electrodes installed on the moving mass, resistivity variations may also be related to changes in electrode location relative to each other (the so-called geometric factor K). As such, ERT monitoring should also require the monitoring of electrode location. Wilkinson et al. (2010, 2015) were able to track movements of electrodes by measuring variations of resistivity. However, this approach needs the strong assumption that resistivity variations are caused by changes in the geometric factor without any underground change. For example, Gance et al. (2015) showed the significant effect of surface fissures on ERT measurements.

In this work we tested ERT monitoring of an earthslide (the Pont-Bourquin Landslide in the Swiss Alps) with electrodes located immediately outside the unstable zone. The setup was composed of 36 electrodes (24 on the right bank and 12 on the left bank) acquiring 1654 measurements per day in a dipole-dipole configuration (half direct and half reciprocal measurements). 235 daily sequences were acquired between February and November 2015. Data were filtered and then processed with the BERT package (Günther et al., 2006). Several time-lapse approaches were tested with different starting models originating from the 3D inversion of 4, 2D profiles and the results were analyzed in terms of resistivity and sensitivity variations. The resulting 3D models were then split in distinct zones (transport and accumulation zones) and the ERT time-series were then correlated with environmental time-series (e.g. rainfall).

Results indicate that, despite a lack of sensitivity in the unstable zone because of the monitoring set-up, ERT is sensitive to environmental variations but no distinct behaviour could be observed within the zones. However, correlations provide informations in agreement with passive seismic monitoring (Bièvre et al., 2018) and suggest that resistivity (along with shear wave velocity) is strongly affected by rainfall with an effect that does not last more than 2 to 3 days. These results confirm that the superficial layers (first metres) have a major influence on resistivity measurements. More generally these results, along with many published works, question the added value of ERT to monitor landslides for depths greater than the superficial phreatic water table.

References

Bièvre G et al. (2018) Eng. Geol. 245, 248 - 257. doi:10.1016/j.enggeo.2018.08.01

Gance J et al. (2015) Geophy. J. Int. 200, 1118-1135. doi:10.1093/gji/ggu453

Günther T et al. (2006) Geophy. J. Int. 166, 506-517. doi:10.1111/j.1365-246X.2006.03011.x

Wilkinson P B et al. (2010) Geophy. J. Int. 183, 543-556. doi:10.1111/j.1365-246X.2010.04760.x

Wilkinson P B et al. (2015) Geophy. J. Int. 200, 1566-1581. doi:10.1093/gji/ggu483

How to cite: Bièvre, G., Jongmans, D., Lebourg, T., and Carrière, S.: Electrical resistivity monitoring of an earthslide with electrodes located outside the unstable zone (Pont-Bourquin landslide, Swiss Alps), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9022, https://doi.org/10.5194/egusphere-egu2020-9022, 2020.

EGU2020-18211 | Displays | NH3.8

Infrasound signal characteristics of rock soil landslide and experience with its engineering application

Xiang Fu, Yuxin Ban, Qiang Xie, and Chunbo He

As the infrasound signal has the advantages of slow energy attenuation, strong ability to cross obstacles and no need of contact acquisition, it is of great significance to take advantage of the infrasound signal in the process of deformation and failure of rock and soil mass to realize remote rapid monitoring and early warning of geological disasters. The infrasound signal characteristics of soil slope failure and rock under different stress states (compression, shear and tension) were compared by indoor and outdoor tests. The results showed that there was an obvious waveform of infrasound signal at the site of soil slope damage. The infrasound signal appeared mainly in elastic and plastic deformation stages under the compression state, the peak frequency of the infrasound signal was about 7 Hz. The concentration of signal power was slightly less than that under the compression state, and the peak frequency was about 8 Hz. The infrasound signal always associated with the whole loading process under tension state, and there were two bands of frequency center, in which the lower frequency was close to that of the compression test specimen, and the higher frequency was 3 Hz larger. On this basis, using the infrasound characteristics of rock and soil mass failure, the infrasound and other monitoring methods were carried out for Xinpu landslide in Fengjie, Chongqing, China. After the occurrence of the landslide, the infrasound signal characteristics of rock and soil failure were basically the same as those of indoor tests. The low-frequency signals were mainly monitored. At the same time, the monitoring results showed that the peak value of the infrasound signal reached before the mechanical signal, and the mechanical signal was monitored prior to the displacement signal. The infrasound signal can be 3-5 hours ahead of displacement signal. This regularity has important scientific and application value for landslide monitoring and prediction.

How to cite: Fu, X., Ban, Y., Xie, Q., and He, C.: Infrasound signal characteristics of rock soil landslide and experience with its engineering application, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18211, https://doi.org/10.5194/egusphere-egu2020-18211, 2020.

The study presents the results of seismic measurements on the Just-Tegoborze landslide located in Outer Carpathians in the southern region of Poland. The aim of the study was to investigate the landslide geological subsurface and define S-wave velocity changes within geological medium using passive seismic interferometry (SI) and active multichannel analysis of surface waves (MASW). Additionally, seismic refraction and numerical slip surface calculations were carried out in order to combine the results.

Measurements of SI were conducted based on local high-frequency seismic noise generated by heavy vehicles passing state road which intersects Just-Tegoborze landslide. Seismic noise registration was made using three-component broadband seismometers installed along a seismic profile. Measurements were repeated in a few series in different season and hydration conditions.

Seismic sections show different velocity layers within the landslide medium. Comparing them with geological cross-section of the studied area, we can distinguish the main lithological boundaries. First near-surface seismic layers may correspond to clayey colluvium and clayey-rock colluvium. The deepest seismic layer probably correlates to less weathered flysch bedrock made of shales and sandstones. It can be identified as the main slip surface of the studied landslide.

S-wave velocities within seismic profiles significantly varies between each measurement series of SI. It can be observed a decrease of S-wave velocity in March and July which is connected to seasonal weather and hydration conditions. Strong increase of hydration during melting snow cover in March and after heavy rainfalls in July resulted in loss of rigidity what presumably led to drop of S-wave velocity. Changes in hydration could also cause the variation of the course of the less weathered flysch bedrock boundary.

Presented results of passive seismic interferometry measurements show that study of seismic noise can be applicable to subsurface identification of an active landslide. The example of Just-Tegoborze site indicates that based on seismic interferometry it is possible to observe changes in elastic properties of geological medium. It is worth to underline that SI and MASW complement each other in retrieving the information of Rayleigh surface wave. Combining the results with seismic refraction and numerical calculations allows to better image the landslide geological subsurface. Such observations may be helpful in assessing landslide threat.

How to cite: Harba, P. and Krawiec, K.: Application of passive and active seismic methods to subsurface investigation of Just-Tegoborze landslide (Outer Carpathians, Poland), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12652, https://doi.org/10.5194/egusphere-egu2020-12652, 2020.

EGU2020-9701 | Displays | NH3.8

Chasing a hidden fracture using seismic refraction tomography: case study Preonzo, Switzerland

Mauro Häusler, Franziska Glüer, Jan Burjánek, and Donat Fäh

The Preonzo rock slope instability in southern Switzerland partly collapsed in 2012, releasing a volume of ~210’000 m3 and leaving behind an unstable rock mass of about 140’000 m3. Shortly after the collapse, a small-aperture seismic array measurement was performed on the remaining unstable volume. The analysis of these data showed a fundamental resonance frequency of about 3.5 Hz and strong wavefield amplifications with factors of more than 30 in direction perpendicular to open tension cracks. Normal mode analysis by frequency domain decomposition using the fundamental and several higher modes allowed for mapping the fracture network of the instability.
However, the observed amplification factors and mode shapes could not be explained solely by the open tension cracks visible at the surface. Strong amplifications, especially at frequencies of higher modes, were observed on the uphill part of the rear fracture, which was supposed to be outside the presumed unstable area. The zone where amplifications rapidly decreased in the uphill direction coincides roughly with a geomorphological lineament in the field, interpreted as an additional, but hidden, rear fracture. 
We performed active seismic refraction tomography across this lineament and discovered distinct low velocity anomalies in the transition zone from high to low amplifications, supporting the interpretation of an additional fracture. Considering this new finding, the volume of the unstable rock mass increases by about 40 %. 

How to cite: Häusler, M., Glüer, F., Burjánek, J., and Fäh, D.: Chasing a hidden fracture using seismic refraction tomography: case study Preonzo, Switzerland , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9701, https://doi.org/10.5194/egusphere-egu2020-9701, 2020.

EGU2020-13796 | Displays | NH3.8 | Highlight

Towards instrumental catalogs of gravitational instabilities at local and regional scales by a combined seismology and machine learning approach

Clement Hibert, Jean-Philippe Malet, Mathilde Radiguet, Quentin Pillot, David Michéa, Floriane Provost, and Agnès Helmstetter

Seismology allows continuous recording of the activity of gravitational instabilities whatever the context, and is therefore able to provide a tool for the study of the spatio-temporal evolution of the activity of gravity instabilities with a unique resolution. Due to the considerable fall in the costs of the means of acquiring seismological data and the increasing densification of global, regional and local networks observed in recent years, the amount of data to be processed is growing exponentially. Thus access to information is more and more complete but in return the volume of data to be processed becomes considerable. To analyze this volume of data and extract relevant information, it is necessary to develop automatic methods of identification of seismic sources and location to quickly build the most complete seismicity catalogs possible.

We present a new machine-learning based method for automatically constructing catalogs of gravitational seismogenic events from continuous seismic data. We have developed a robust and versatile solution, which can be implemented in any context where seismic detection of landslides or other mass movements is relevant. The method is based on spectral detection of seismic signals and the identification of sources with a machine learning algorithm. Spectral detection detects signals with a low signal-to-noise ratio, while the Random Forest algorithm achieves a high rate of positive identification of seismic signals generated by landslides and other seismic sources. The processing chain is implemented to operate in parallel in a high-performance data center, which allows years of continuous seismic data to be explored and a database of events to be rapidly built up. This solution is also deployed for near-real time seismicity catalogs construction in the framework of slow moving landslides monitoring done by the Observatoire Multidisciplinaire des Instabilités de Versants (OMIV). Here we present the preliminary results of the application of this processing chain in different contexts, locally for the monitoring of slow-moving landslides (La Clapière, Super-Sauze, Séchilienne), and at the regional level for the detection of large landslides field (Alaska and Alps).

How to cite: Hibert, C., Malet, J.-P., Radiguet, M., Pillot, Q., Michéa, D., Provost, F., and Helmstetter, A.: Towards instrumental catalogs of gravitational instabilities at local and regional scales by a combined seismology and machine learning approach, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13796, https://doi.org/10.5194/egusphere-egu2020-13796, 2020.

EGU2020-4737 | Displays | NH3.8 | Highlight

Patigno landslide monitoring by the integration of multi-temporal observations

Nicola Cenni, Simone Fiaschi, and Massimo Fabris

The morphological variations of unstable areas can be computed using different methodologies that allow performing repeated surveys over time: aerial digital photogrammetry, aerial and terrestrial laser scanning, Synthetic Aperture Radar (SAR) satellites, terrestrial data, and GNSS observations in addition to the classical topographic applications.

In this work, the displacements of the Patigno landslide, a deep-seated gravitational slope deformation located in the Northern Apennine (Tuscany, Italy), are evaluated using archival aerial photogrammetry, continuous GNSS observations and multi-temporal SAR satellite data. In particular, the aerial photogrammetric surveys carried out in 1975 (scale 1:13000), 1987 (scale 1:13000), 2004 (scale 1:30000), 2010 (scale 1:10000), and 2013 (scale 1:30000) were analysed. These images have been processed using Socet Set software, in order to estimate the movements of several ground points on the study area. After the extraction of the photogrammetric models, the common reference system was verified by measuring checkpoints in the multi-temporal series located outside the deformation area, choosing well defined artificial points (mainly corners of buildings). Starting from the stereoscopic models, 5 automatic DEMs were extracted with 5 m grid step on the area that included the landslide and its surroundings: from the DEMs it was possible to obtain the corresponding orthophotos; thanks to the good visibility over the whole landslide area in the 1975 model, a DTM was obtained adapting the contour level to the real terrain morphology by means of stereoscopic devices. On the photogrammetric models, the approaches based on the measurements of homologous points in the multi-temporal dataset was adopted: 165 natural points were identified and measured in stereoscopy on each model (mainly corners of buildings); from the comparison of the 3D coordinates, displacement vectors in the four periods 1975-1987, 1987-2004, 2004-2010 and 2010-2013 were obtained. Due to the vegetation cover, the points were measured almost exclusively in the built-up areas of the Patigno, Noce and Val di Termine villages and, to a limited extent, on isolated buildings.

The interferometric data acquired by the Sentinel-1A/B satellites from 22-March-2015 to 18-May-2019, and the GNSS data acquired by a continuous station located in the central sector of the landslide (2004/01/01- 2018/12/31) were also analyzed. The GNSS data have been processed with GAMIT/GLOBK and RTKLib software.

The results obtained with the three different techniques will be presented along with the estimation of the spatial and temporal evolution of the landslide movement. The area where the continuous GNSS station is located moves with a velocity of about 3 cm/yr, along the direction of maximum slope, in accordance with the displacement rates measured with the photogrammetric and SAR data analysis.

How to cite: Cenni, N., Fiaschi, S., and Fabris, M.: Patigno landslide monitoring by the integration of multi-temporal observations, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4737, https://doi.org/10.5194/egusphere-egu2020-4737, 2020.

Abstract: Landslides are one of the most common and devastating natural hazards worldwide, which cause injuries to life and damage to properties, infrastructures leading to high-cost maintenance. In this study frequency ratio, information value and fuzzy logic models were used for landslide susceptibility mapping of an area of 356km2 in and around Dharamshala, Himachal Pradesh, using earth observation data. Dharamshala, a part of North-western Himalaya, is one of the fastest-growing tourism hubs with a total population of 30,764 according to the 2011 census and is amongst one of the hundred Indian cities to be developed as a smart city under PM’s Smart Cities Mission. The thrust for infrastructure development has led to a need for prior planning to minimize the consequences of landslide hazards. The final produced landslide susceptibility zonation maps with better accuracy could be used for land-use planning to prevent future losses. A landslide inventory for the study area was prepared through visual interpretation of high-resolution satellite imagery and available inventory report. Remote sensing data and other ancillary data like geological data were collected and processed in the GIS environment to generate thematic maps of parameters influencing landslide occurrence. The landslide causative parameters used in the study are slope angle, slope aspect, elevation, curvature, topographic wetness index, relative relief, distance from lineaments, land use land cover, and geology. Using these parameters and landslide inventory weight and membership value was calculated for the Frequency ratio, information value and Fuzzy logic model, respectively. In the frequency ratio and information value model, all the landslide causative parameters were arithmetically overlaid using calculated weights for landslide susceptibility mapping. In the fuzzy logic model, different fuzzy operators were applied to the calculated fuzzy membership values. Unlike the normalization process for membership calculation present study used the cosine amplitude method, which will give more reliable results. A total of ten landslide susceptibility maps (LSM) were produced using two models, 9 from fuzzy logic and 1 from frequency ratio. All the results were verified spatially and statistically using landslide locations and ROC curves. Further, the performance and significance of different outputs were compared to select the most suitable LSM for the study area. Among all fuzzy operators, “gamma” with λ = 0.9 showed the best accuracy (84.3%) and operator “and” has the worst accuracy (77.6%). But among all 9 output maps of fuzzy logic except the output of gamma (λ = 0.9) gives satisfactory LSM rest all show the unacceptable result as the maximum number of pixels is either in very low or high susceptible zone. The validation and comparison result exhibited that the fuzzy logic (accuracy=84.3%) is better than the information value (83.46) and the frequency ratio method (accuracy=83.43%).

Keywords: Bivariate Statistical Techniques, Information Value, Frequency Ratio, Fuzzy Logic, ROC

How to cite: Sweta, K. and Goswami, A.: Landslide Susceptibility Zonation Mapping in and Around Dharamshala, Himachal Pradesh Using Bivariate Statistical Techniques – A Comparative Study, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21567, https://doi.org/10.5194/egusphere-egu2020-21567, 2020.

EGU2020-6609 | Displays | NH3.8

Possible explanations on the formative processes of the Tsugaru-Juniko landslide, northern Japan

Ching-Ying Tsou, Daisuke Higaki, Kousei Yamabe, Tomo Kiru, Takayoshi Sasagawa, and Shuhei Numata

Identification of complex surficial and internal sedimentological characteristics of landslide deposits can provide insights into the emplacement mechanisms of mass movements. In this study, deposits of the Tsugaru-Juniko landslide, which was historically recorded triggered by an earthquake in 1704 (Imamura, 1935), in Aomori Prefecture, Japan were investigated. This landslide extended about 2 km from east to west with a volume of about 108 m3 (Furuya et al., 1987), of which deposit is represented by irregular topography and several lakes on and around the rim of it. We conducted field geological and geomorphological surveys and made geomorphological and geophysical analyses using a 1-m resolution LiDAR-DEM and 2D electrical resistivity tomography (ERT) measurement (10 m spacing of electrodes) over a 450 m wide landslide deposit. In plain view, the landslide deposit exhibits quite different features between its northern and southern parts, and each shows a clear sequential distribution of various features. At the northern part, the translation zone is characterized by hummocks and debris lobes containing mixtures of poorly sorted, angular, blocky rock debris of andesitic tuff. Prominent features on the debris lobes are debris-flow-ridges with lobate-shaped aprons extending NW to the downslope. In the accumulation zone, slope surface upheavals of compression origin and radial cracks are observed in the front part of the landslide. At the southern part, as compared to those features observed at the northern part, the slope is commonly marked by transverse ridges, oriented NE-SW, with prevalent steep cliffs on both sides, but generally steeper on the east. The ridges are separated from one another by trenches, elongated across the slope. Based on the distributions of these features, possible explanations on the formative processes of the landslide are complex associated with flowing and sliding at northern and southern parts, respectively. However, geological evidences from its internal structures are rare, ERT survey at the northern part of the landslide deposit reveals that up to 30-m-deep high-resistivity anomaly is associated with the landslide deposit, and low-resistivity anomaly with the bedrock consisting of pumice tuff, as also confirmed in the field. This may result from the high porosity of landslide deposit, because the displaced material deposited loosely.

How to cite: Tsou, C.-Y., Higaki, D., Yamabe, K., Kiru, T., Sasagawa, T., and Numata, S.: Possible explanations on the formative processes of the Tsugaru-Juniko landslide, northern Japan, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6609, https://doi.org/10.5194/egusphere-egu2020-6609, 2020.

EGU2020-10715 | Displays | NH3.8

Landslides triggered by 2019 extreme rainfall and flood events in Iran: Results from satellite remote sensing and field survey

Mahdi Motagh, Sigrid Roessner, Bahman Akbari, Robert Behling, Magdalena Stefanova Vassileva, Mahmud Haghshenas-Haghighi, and Hans Ulrich-Wetzel

Between mid-March and the beginning of April 2019, extremely high precipitation affected the whole Iran, leading to widespread flash flooding and landslides. Approximately 10 million people were affected, among them 2 million were in humanitarian needs. The event caused 78 fatalities, more than 1000 injuries and widespread damage in 25 out of the 31 provinces.

In this work, we use both high resolution – spatial and temporal – optical and radar satellite remote sensing to characterize spatiotemporal pattern of landslide occurrence related to the main hydro-meteorological triggering events in Golestan province, North Iran. Large-area landslide detection has been performed in a semi-automated way using time series of optical Planet Scope and Sentinel-2A/B data. The obtained satellite remote sensing based results were evaluated by field surveys conducted in September 2019 in cooperation between the GFZ Potsdam and the Forest, Range and Watershed Management Organization of Iran (FRWM) being responsible for landslide hazard and risk assessment as well as the design and implementation of mitigation measures.

Moreover, we report on our deformation monitoring using Sentinel-1/B based differential interferometric synthetic aperture radar (DInSAR) on hot-spots areas to investigate whether any of the catastrophic landslides that happened in spring of 2019 have shown precursory signs in form of preparatory deformation. In particular, we present our detailed investigation for Hossein Abad Kalpush landslide, located at the border between Golestan and Semnan provinces. In April 2019, this slide slipped at an unprecedented scale, causing total destruction of one part of the village nearby with complete destruction of 250 houses. Using an integrated approach exploring satellite imagery, in-situ measurements and field survey, we perform detailed time-series analysis of the evolution of Hossein Abad Kalpush landslide and examine the role of meteorological and anthropogenic influencing factors in controlling the behaviour of this landslide.

How to cite: Motagh, M., Roessner, S., Akbari, B., Behling, R., Stefanova Vassileva, M., Haghshenas-Haghighi, M., and Ulrich-Wetzel, H.: Landslides triggered by 2019 extreme rainfall and flood events in Iran: Results from satellite remote sensing and field survey, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10715, https://doi.org/10.5194/egusphere-egu2020-10715, 2020.

EGU2020-6663 | Displays | NH3.8

Slope Activity Analysis in the Rogun Catchment Area, Tajikistan, using Remote Sensing Techniques

Nina Jones, Andrea Manconi, and Alexander Strom

The stability and lifetime of construction projects in mountain areas are strongly dependent on local slope activity. Hydropower projects in particular are often affected and endangered by landslide damming and flood wave generation due to slope failures, and thus extensive studies of ground surface instability are vital to assess associated hazards. The Rogun Hydropower Project HPP located in Tajikistan in the Vakhsh – Surkhob River network is currently under construction. The site lies within the seismically active Tien Shan and Pamir Mountain ranges of Central Asia and in particular the Peter the First Range. This region is marked by extreme topography, steep slopes and extensive valley networks and has experienced large and catastrophic slope failures in the past, of which a multitude have been triggered by earthquakes of magnitude M≥4. Co-seismic failures are thus common in the area and present a high geotechnical hazard; however, to date no information on active slope instabilities in its catchment area exists.

Here we present an inventory of slope instabilities in the Rogun Dam catchment area based on optical and synthetic aperture radar differential interferometry (DInSAR) remote sensing techniques. Sentinel-1 multi–temporal differential interferograms are generated for summer periods of 2016 – 2018 to detect surface displacements. Slope velocities are estimated based on a comparison between differential interferograms, while landslide types are identified based on a geomorphological classification. A likelihood analysis is developed to understand the state of activity of slopes and provide a semi-quantitative confidence thereof. The collected data is subsequently integrated to perform spatial and statistical analyses in order to perform a proximity analysis, assess a co-seismic link and evaluate the damming hazard potential to the Rogun HPP. Results show that a clear majority of detected features are located within 10 km of major faults and in zones of high peak ground acceleration, indicating a potential seismic influence or triggering. Some active slopes show an increase in surface displacement after a particular earthquake event and equally suggest a potential link. Moreover, we developed a damming hazard analysis for slopes detected as active in Sentinel-1 differential interferograms, considering the likelihood of movements, their distance to rivers and faults, as well as estimated volume and velocity per year. The results indicate that a total of 29.6 % of all features constitute a high damming hazard potential in case of catastrophic failure, with 4.5 % located within 1 km of the Rogun Dam reservoir. Although many potential sites are not directly on the slopes rising above the future reservoir, hazardous locations in the catchment upstream pose a threat due to possibility of significant outburst floods in case of the dammed lake outburst.

How to cite: Jones, N., Manconi, A., and Strom, A.: Slope Activity Analysis in the Rogun Catchment Area, Tajikistan, using Remote Sensing Techniques, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6663, https://doi.org/10.5194/egusphere-egu2020-6663, 2020.

EGU2020-7694 | Displays | NH3.8

The Use of LiDAR DTM in Landslide Susceptibility/Hazard Analysis

Chyi-Tyi Lee and Tsung-Chi Ji

High-resolution DTM does not always help build a good landslide prediction model. When we are using LiDAR DTM in producing a topographic-related factor for grid-based landslide susceptibility/hazard analysis, the selection of an optimal measurement scale becomes important. Because the resolution of LiDAR DTM may be up to 1 meter, and the average landslide size may be more than 1 thousand square meters, to use a conventional 3x3 kernel for calculation of a factor value is not valid. Actual tests tell us, to use a 15x15 and larger kernel for calculation may yield a more effective factor for interpreting the landslide distribution in a study area.

A test area was selected at the catchment of the Zengwen Reservoir in southwestern Taiwan. The original 1mx1m LiDAR DTM was firstly reduced to a 2mx2m DTM for analysis. Factors of slope gradient, slope aspect, topographic roughness, slope roughness, plan curvature, profile curvature, tangential curvature and total curvature are analyzed by using a series of kernels in different sizes up to 25x25 for comparison. And success rate curve method was used to evaluate the effectiveness of each factor in interpreting landslide distribution. Highest AUC is selected as the most effective one and the kernel size which yield that is the optimal measurement scale of the factor.

A 3x3 kernel has a measurement scale of 2h and is 4 meters (h is grid size of 2 meters), a 25x25 kernel has a measurement scale of 24h and is 48 meters. Factors calculated from an optimal measurement scale will be selected for construction of a landslide susceptibility model. The success rate and prediction rate of this model would be significantly increasing as compared with the model built from conventional 3x3 kernel calculated factors. Finally this optimal susceptibility model was used to construct a landslide hazard model for prediction of landslide distribution under different triggering events.

How to cite: Lee, C.-T. and Ji, T.-C.: The Use of LiDAR DTM in Landslide Susceptibility/Hazard Analysis, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7694, https://doi.org/10.5194/egusphere-egu2020-7694, 2020.

EGU2020-7796 | Displays | NH3.8

Multidisciplinary studies of the Puigcercós historical landslide in the Catalan Pyrenees

Giorgi Khazaradze, Marta Guinau, Xabier Blanch, Antonio Abellán, Mar Tapia, Gloria Furdada, and Emma Suriñach

More than a century ago, the Puigcercós village located in the region of Pallars Jussà (Catalonia, Spain), suffered a large-scale landslide that occurred on January 13th, 1881. More than 5 million m3 of sediments and rocks were displaced and a 200 m long and 25 m high rock scarp was formed. Luckily, during the main event, the nearby village was not affected, and due to a prompt evacuation and re-location of the entire village, no casualties were reported. Nevertheless, consequent retreat of the main scarp did destroy the big part of the old village, which confirmed not only the necessity for its relocation, but also gave one of the first clearly described and confirmed examples of a successful geologic risk prevention.

During the last decade, the members of the RISKNAT-UB group have chosen this site to conduct pilot studies of rockfalls and landslides using a multidisciplinary approach. The utilized observational techniques include Terrestrial Laser Scanner (TLS), photogrammetry, GPS, seismic monitoring and geophysical prospecting techniques. The work presented here is an overview of these activities, including the main milestones of the ongoing research. Special emphasis will be given to the use of geodetic techniques for investigating changes on the depositional area of the landslide and around the crown cracks at the upper level of the main scarp. As a result of the GPS observations, for the first time, 130 years after the occurrence of the event, it was possible to observe a continuing geomorphological activity of the depositional zone of this historical landslide, Currently, the RISKNAT-UB group operates cost-effective, high-resolution and low-cost photogrammetric instruments and seismic continuous records at the site, in order to monitor the evolution of the Puigcercós rock scarp. The correlation of the seismic and the photogrammetric data and intermittently obtained LiDAR images enables us to monitor and characterize frequent rockfalls and premonitory deformations occurring at the site. These observations have allowed quantifying the rate of retreat of the rock scarp at a rate of 10 to 11 cm/yr and a slow motion of the depositional zone up to 6 mm/yr. Since the geologic risk at the study area is not significant, due to the absence of population and/or infrastructures, this site is an ideal natural laboratory for developing new observational techniques, which can be used to develop early warning systems for rockfalls and landslides.

The authors would like to acknowledge a financial support from CHARMA (CGL2013-40828-R) and PROMONTEC (CGL2017-84720-R AEI/FEDER, UE) projects, financed by the Spanish MINEICO. We are also thankful to UNESCO Global Geopark Conca de Tremp-Montsec for their support.

How to cite: Khazaradze, G., Guinau, M., Blanch, X., Abellán, A., Tapia, M., Furdada, G., and Suriñach, E.: Multidisciplinary studies of the Puigcercós historical landslide in the Catalan Pyrenees, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7796, https://doi.org/10.5194/egusphere-egu2020-7796, 2020.

EGU2020-6757 | Displays | NH3.8 | Highlight

Prediction ability of machine learning algorithms in Himalaya region of Pakistan for landslide susceptibility mapping

Naeem Shahzad, Xiaoli Ding, and Sawaid Abbas

Machine learning has proven most effective in mapping landslide susceptibility. We carry out experiments with two machine learning algorithms, SVM and MaxENT to study their effectiveness for some mountaneous areas in Pakistan. A data set of 112 historic landslides are used in the study with 70% of the landslides are used for training and the rest for validation. 15 landslide casuative factors are used initially and ineffective ones are eliminated based on information Gain Ratio and Multicollinearity test techniques.  The perfromances of the landslides susceptibility maps generated are assessed using receiver operating curves (ROC), confusion matrix (CM) (Kappa, root mean square error, mean absolute error and balanced accuracy), landslide density (LD), R-index and Pearson’s Chi-squared tests. The result show that both of the models work well in this area. However, the lowest significant value ‘p’ (<0.05) during Chi-square test, showed that both the landslide models have statistical significant difference.

How to cite: Shahzad, N., Ding, X., and Abbas, S.: Prediction ability of machine learning algorithms in Himalaya region of Pakistan for landslide susceptibility mapping, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6757, https://doi.org/10.5194/egusphere-egu2020-6757, 2020.

This study used synthetic aperture radar interference technology (InSAR) to monitor the activities of large-scale collapse zones in southern Taiwan (Tainan City, Kaohsiung City, Pingdong County). Large-scale collapse zones are widely distributed, in addition to the construction of observation instruments, how to use other telemetry technology to quickly obtain relevant change information as monitoring and early warning indicator is a vital issue. SAR images from southern Taiwan from 2015 to 2019 were analyzed to monitor the ground surface changes using synthetic aperture radar differential interference technology (DInSAR) and permanent scattering interferometry radar technology (PSInSAR), and were verified using global navigation satellite system measurements. DInSAR analysis shows that the vertical displacement of the surface is ±60mm, which is within the range of elevation tolerance error, so it is not possible to use the satellite tracking station to compare the trace displacement in large collapse areas. However, PsInSAR results show that if there is PS point in a large-scale collapse zone, the PS point may be used as index of stabilization, and once the PS point suddenly disappears, it is highly likely that the area will change, and special care should be taken.

Keywords: Interferometric SAR, large-scale collapse zones, PSInSAR

 

How to cite: Wu, J. P. and Lin, C. Y.: Activity Tracking and Evaluation of Large-scale Collapse Zones using Synthetic Aperture Radar Differential Interferenc, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7965, https://doi.org/10.5194/egusphere-egu2020-7965, 2020.

Landslide is one of the major geohazards in the Three Gorges area as a result of steep valley-side slopes and environmental conditions, e.g., high precipitation. To monitor and detect the landslides and rock falls at a regional scale as Three Gorges area, the differential Synthetic Aperture Radar Interferometry (D-InSAR) technology could be more effective and efficient than other conventional geological and geodetic measurements that can be performed only at a few sites with proper accessibility and conditions.

Over the past few decades, InSAR technology and advanced SAR Interferometry techniques such as Persistent Scatterer Interferometry (PSI) and Small Baseline Subsets (SBAS) have been developed to derive ground displacement over large areas with high-resolution measurement points and acceptable accuracy (cm to mm level). Both PSI and SBAS methods are based on a network of coherent pixels, including natural persistent scatterer (NPS) and artificial corner reflector (CR). NPSs can be easily found in urban areas or rocky regions. However, for landslide monitoring, the NPSs are usually difficult to be identified due to the steepness, vegetated and vulnerable moisture content among the high-risk locations. In this work, multiple SAR datasets including C-band Sentinel-1, L-band ALOS-2 and X-band TerraSAR-X (TSX) are exploited for landslide monitoring along the Yangtze River in the Three Gorges area in China.  Both PSI and SBAS methods are utilized. Besides, stable artificial CRs are deployed on selected sites to evaluate their performance in deriving landslide kinematics. Results are presented and discussed for a better assessment of landslide hazards in the Three Gorges region.

How to cite: Xia, Z., Motagh, M., and Li, T.: Landslide Monitoring by Integrating Multi-Sensor InSAR Time Series Datasets and Corner Reflectors in the Three Gorges Area, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20159, https://doi.org/10.5194/egusphere-egu2020-20159, 2020.

Detection of slope instability using Interferometric Synthetic Aperture Radar (InSAR) can aid the understanding of landslide kinematics and prevent the related geological hazards. However, conventional InSAR techniques often fail in the retrieval of deformation measurements in mountainous areas with dense vegetation and complex terrain, thus resulting in diminished information of slope movement. In this study, we propose a new multi-temporal InSAR method to improve the spatial coverage of measurement points by jointly exploiting persistent scatterers (PS) and distributed scatterers (DS). Particularly, topographic errors and tropospheric delays are well-considered according to their spatial and temporal characteristics. We applied this method to retrieve the historic displacements prior to the collapse of an artificial slope in Northern Taiwan using 15 ALOS/PALSAR images. The derived results suggest a pre-landslide movement with a rate of approximately -30 mm/year in the radar line-of-sight (LOS) direction. Meanwhile, the time series displacements reveal that the temporal behaviors of downslope movement are correlated with local rainfall and seismic activities. The study helps to analyze the slope instability in Northern Taiwan.

How to cite: Liang, H., Zhang, L., and Ding, X.: Investigation of active movement prior to artificial slope landslides from multi-temporal InSAR: a case study of Northern Taiwan, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9050, https://doi.org/10.5194/egusphere-egu2020-9050, 2020.

EGU2020-21875 | Displays | NH3.8

Ground motion and PSI density analysis from Envisat and Sentinel1a InSAR data in the context of a complex landslide monitoring strategy in Karnali river basin, Far-Western Nepal

Arnulf Schiller, Filippo Vecchiotti, Anna Sara Amabile, Carlotta Guardiani, Megh Raj Dhital, Amrit Dhakal, Bharat Raij Pant, Marc Ostermann, and Robert Supper

Continuous INSAR-monitoring of slow mass movements in the surrounding of fast (m/year) or acute processes can deliver important data complementing geomorphologic information in order to understand the broader dynamic context in which a landslide is situated. In course of the Landslide-EVO project (NERC/SHEAR funded), focusing on flood and landside risk assessment and mitigation in the Karnali river basin region in Far Western Nepal by inclusion of local community, this has been evaluated within a test of integrated monitoring methods (comprising eg. ERT, UAV-photogrammetry, D-GPS/geodesy, microseismics, soil water saturation, rainfall, and other) on regional as well as local scale at two selected sites at Bajura and Sunkoda. It was possible to derive extended information about movements in a ROI covering 120 km by 120 km. The PSI/SBAS based velocity analysis exhibits density variations due to specific slope/sensor system geometry, vegetation, data gaps, atmospheric conditions, and high velocities in the most active sites, which causes decorrelation. However, in the less active surrounding of active landslides the velocity information shows generally higher density. INSAR techniques could well complement optical image analysis in the low velocity range of centimetres to several decimetres per year, generally too slow for optical satellite image analysis in this time scale. InSAR-data has the potential to be used for estimating a slow moving masses acceleration or a deep-seated gravitational slope deformations cumulative displacement leading to a partial or total reactivation before other indication appears. It has been shown that large and difficult accessible areas can be monitored with InSAR techniques, while specific sites are equipped with corner reflectors for better signal. The study represents the first of this kind in the region and proves the ability of INSAR techniques for retrieving critical information about mass movements affecting local communities in the Karnali river basin as an example of a developing region.

How to cite: Schiller, A., Vecchiotti, F., Amabile, A. S., Guardiani, C., Dhital, M. R., Dhakal, A., Pant, B. R., Ostermann, M., and Supper, R.: Ground motion and PSI density analysis from Envisat and Sentinel1a InSAR data in the context of a complex landslide monitoring strategy in Karnali river basin, Far-Western Nepal, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21875, https://doi.org/10.5194/egusphere-egu2020-21875, 2020.

EGU2020-20693 | Displays | NH3.8

A multi-methodical approach based on GBInSAR, Satellite InSAR, and terrestrial Laserscanning for the investigation and monitoring of an unstable rock slope

Anna Sara Amabile, Erik Kuschel, Marc Ostermann, Filippo Vecchiotti, Wolfgang Straka, Arben Koçiu, Gerald Valentin, and Christian Zangerl

In the year 2019, at Kartais (Hüttschlag, Austria) parts of an approximately 100 m high and fractured rock wall mainly composed of calcareous-mica-schists became unstable and collapsed two times. The first failure event was a wedge failure and occurred on the 25th of March 2019 and released about 3.000 m3 of rock material. Blocks with a maximum volume of about 100 m3 were falling, bouncing and sliding to the valley bottom, but did not reach the Großarl River and the local infrastructure (road, bicycle track and houses). The second failure event happened on the 15th of July 2019 involving a volume of about 5.000 m3 with a maximum block size of 200 m³. This event had a longer runout but also did not reach the infrastructure. A Helicopter-based observation by the Geological Survey of Salzburg has shown that new cracks at the top of the failure area have already opened to apertures in the scale of decimetres to metres. It is assumed that the newly formed potential failure mass could reach 10.000 m³ and thus is even larger than the two previous events. In order to study the deformation behaviour of the rock face a multi-methodical observation and monitoring campaign has been initiated recently. A UAV-photogrammetry survey has shown that the foliation of the calcareous-mica-schist is dipping moderately into the slope and the rock wall is dissected by at least 4 different joint sets, whereas two of them intersect to form wedge failures. Since November 2019 a GBInSAR system (LisaLab) is continuously monitoring the slope. Additionally, multi-temporal terrestrial laserscanning (TLS) surveys and satellite based InSAR analysis were performed.

In this contribution, the set-up of the investigation and monitoring campaign as well as some preliminary results will be presented.

How to cite: Amabile, A. S., Kuschel, E., Ostermann, M., Vecchiotti, F., Straka, W., Koçiu, A., Valentin, G., and Zangerl, C.: A multi-methodical approach based on GBInSAR, Satellite InSAR, and terrestrial Laserscanning for the investigation and monitoring of an unstable rock slope, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20693, https://doi.org/10.5194/egusphere-egu2020-20693, 2020.

EGU2020-10455 | Displays | NH3.8

DInSAR and topographic techniques applied to study the Tazones Lighthouse landslide (N Spain)

José Cuervas-Mons, Oriol Monserrat, María José Domínguez-Cuesta, Félix Mateos-Redondo, Pelayo González-Pumariega, Carlos López-Fernández, Pablo Valenzuela, Anna Barra, Pablo Pascual-Lombardía, and Montserrat Jiménez-Sánchez

Ground displacements associated to landslides can be analysed by means of geological, geotechnical, topographic and remote sensing techniques. In this work different classical topographic techniques are combined with a satellite based remote sensing technique: Differential SAR Interferometry (DInSAR). The topographic techniques provide precise measurements on a set of points strategically located for each landslide. The DInSAR technique provides a more opportunistic set of points, usually denser than topographic techniques, providing key information on the area of influence of the movement and its potential impact on the surroundings. The combination of both approaches provides a complementary set of measurements useful to properly understand the landslide mechanics. The area of study is Tazones Lighthouse sector (43º 32’ 54’’N, 5º 23’ 57’’W), located on a coastal cliff in north Asturias (N Spain), where there is an important active mass movement.

The used procedure consisted in the following steps: a) Processing of Envisat ASAR satellite data from 2002 to 2012 to obtain the deformation velocity map of the zone of interest thorough the ESA G-POD service (European Space Agency Grid Processing On Demand); b) Processing of the period 2014-2019 with Sentinel-1 data to obtain the Deformation time series and the deformation velocity map with the PSIG software (developed by the Geomatics Division of the CTTC); c) Integration, combination and comparison by a Geographical Information System (GIS) of the satellite results with topographic data obtained from 2018 to 2019 by means of standard techniques (theodolite, feno survey markers and control points); d) Analysis and interpretation of the results taken into account geological-geomorphological data available.

The results of this study show different velocity ratios in the Area of Interest (AoI), from mm/year to m/year, which are consistent with the ground measurements. Therefore, the work demonstrated the potentials of combining different geodetic techniques to infer information about landslides processes and the usefulness of the DInSAR for the control of the mass movement, whose fast evolution makes it difficult the topographic work due to the changes in the relief and the loss of several feno survey markers.

How to cite: Cuervas-Mons, J., Monserrat, O., Domínguez-Cuesta, M. J., Mateos-Redondo, F., González-Pumariega, P., López-Fernández, C., Valenzuela, P., Barra, A., Pascual-Lombardía, P., and Jiménez-Sánchez, M.: DInSAR and topographic techniques applied to study the Tazones Lighthouse landslide (N Spain), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10455, https://doi.org/10.5194/egusphere-egu2020-10455, 2020.

EGU2020-20180 | Displays | NH3.8

Monitoring recent activity of the Koytash Landslide (Kyrgyzstan) using radar and optical remote sensing techniques

Valentine Piroton, Romy Schlögel, and Hans-Balder Havenith

Landslides are recurrent in most mountainous areas of the world where they frequently have catastrophic consequences. Around the Fergana Basin and in the Maily-Say Valley (Kyrgyzstan), landslides are often reactivated due to intense rainfalls, especially during spring, and as a consequence of the high seismicity characterizing the region. In spring 2017, Kyrgyzstan suffered a massive activation event which caused 160 emergency situations, including the reactivation of Koytash, one of the largest deep-seated mass movements of the Maily-Say area. In this region, risks related to landslides are accentuated by the presence of uranium tailings, remnants of the former nuclear mining activity. In this study, we used multiple satellite remote sensing techniques to highlight deformation zones and identify displacements prior to the collapse of Koytash. The comparison of multi-temporal digital elevation models (DEMs; satellite and UAV-based) enabled us to highlight areas of depletion and accumulation, in the scarp and foothill zones respectively. A differential synthetic aperture radar interferometry (D-InSAR) analysis and the computation of deformation time series allowed us to identify slope displacements and estimate the evolution of the displacement rates over time. This analysis identified slow displacements during the months preceding the reactivation, indicating the long-term sliding activity of Koytash, well before the reactivation in April 2017. This was confirmed by the computation of deformation time series, showing a positive velocity anomaly on the upper part of Koytash. Furthermore, the use of optical imagery, through the difference of NDVIs (Normalized Difference Vegetation Index), revealed landcover changes associated to the sliding process. In addition to remote sensing techniques, we performed a meteorological analysis to identify the conditions that triggered the massive failure of Koytash. In-situ data from a local station highlighted the important contribution of precipitations as a trigger of the landslide movement. Indeed, despite a relative decrease in annual rainfall in 2017 compared to the previous years, the month of April 2017 was characterised by heavy rains, including a major peak of rainfall the day of Koytash’s failure. The multidirectional approach used in this study, demonstrated the efficiency of using multiple remote sensing techniques, combined to a meteorological analysis, to identify triggering factors and monitor the activity of landslides.

How to cite: Piroton, V., Schlögel, R., and Havenith, H.-B.: Monitoring recent activity of the Koytash Landslide (Kyrgyzstan) using radar and optical remote sensing techniques, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20180, https://doi.org/10.5194/egusphere-egu2020-20180, 2020.

Many regions of the world are exposed to landslides in clay deposits, which poses major problems for land management and population safety. In recent years, optical satellite imaging has emerged as a major and inexpensive tool for understanding and monitoring the kinematics of slow moving landslides, such as earthflows/earthslides, through easy access of data and reliable calibration.

The Sentinel-2 optical satellites provide a global coverage of land surfaces with a 5-day revisit time at the Equator. We studied the ability of these freely available optical images to detect landslide reactivations in a zone of 25 km2 around the Harmalière landslide in the Trièves area (western Alps, France). This area is characterized by the presence of a thick lacustrine clay layer that is affected by numerous landslides. Using a 9-month time-series of displacement derived from Sentinel-2 data, Lacroix et al. 2018 recently evidenced a precursor displacement of a major reactivation of the Harmalière landslide that occurred in June 2016.

In this study, we attempted to detect following reactivations using the medium resolution high frequency satellite images (Sentinel 2) coupled with high resolution images (Pléiades) over a longer period (2016- 2019). We used an inversion strategy of redundant cross-correlation images to produce a robust time-series of displacement from Sentinel 2 data (Bontemps et al. 2018). By applying this technique, we were able to identify a reactivation of the same order of magnitude as the previous one, which affected the headscarp in January 2017. The reactivation signal is validated by the cross-correlation of Pléiades images taken at 2 years interval. We quantified this reactivation in time and space. We have also identified an area of 30x103 m2 located at the foot of the landslide, which was simultaneously accelerated by 10 m/month during this event. This information contributes to better understand the dynamics of the landslide that evolves from a solid to fluid behavior from the headscarp to the toe. However, a smaller slide that occurred in January 2018 at the headscarp was not detected by this method despite its significant size (10x103 m2). We attribute this non-detection to a major reshaping of the surface following reactivation.

This study identified the possibilities and limitations of the proposed treatment method to detect and monitor landslides on a low-slope area located in clayey soils in a temperate climate.

 

Bontemps, N., Lacroix, P. & Doin, M.-P. (2018) Inversion of deformation fields time-series from optical images, and application to the long term kinematics of slow-moving landslides in Peru. Remote Sensing of Environment, 210, 144–158. doi:10.1016/j.rse.2018.02.023

Lacroix, P., Bièvre, G., Pathier, E., Kniess, U. & Jongmans, D. (2018) Use of Sentinel-2 images for the detection of precursory motions before landslide failures. Remote Sensing of Environment, 215, 507–516. doi:10.1016/j.rse.2018.03.042

How to cite: Jongmans, D., Fiolleau, S., Bièvre, G., Chambon, G., and Lacroix, P.: Combination of high frequency (Sentinel-2) and high resolution (Pléiades) satellite images for the monitoring of clayey landslide reactivations, application to the Harmalière landslide (French Alps)., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9368, https://doi.org/10.5194/egusphere-egu2020-9368, 2020.

EGU2020-22063 | Displays | NH3.8 | Highlight

Estimating soil moisture from COSMO-SkyMed data at an active landslide site in North Yorkshire, UK

Thomas Bliss, John Wainwright, Danny Donoghue, and Colm Jordan

Surface soil moisture is recognised as an important measurement for use in the assessment of potential slope instability in hydraulically driven landslides.  In this poster we present a nine month time series of surface soil moisture estimates derived from ESA’s Cosmo SkyMed Synthetic Aperture RADAR (SAR) product at the Hollin Hill Landslide Observatory in North Yorkshire, UK.   

We show the relationship between these SAR-derived SM values and ground-truthed surface soil moisture data, explore spatial relationships between areas of high soil moisture and landslide activity and briefly discuss the potential of SAR data as an input for Landslide Early Warning systems.

How to cite: Bliss, T., Wainwright, J., Donoghue, D., and Jordan, C.: Estimating soil moisture from COSMO-SkyMed data at an active landslide site in North Yorkshire, UK, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22063, https://doi.org/10.5194/egusphere-egu2020-22063, 2020.

EGU2020-19410 | Displays | NH3.8 | Highlight

The Sentinel-1 CNR-IREA SBAS service of the European Space Agency’s Geohazard Exploitation Platform (GEP) as a powerful tool for landslide activity detection and monitoring

Cristina Reyes-Carmona, Jorge Pedro Galve, Anna Barra, Oriol Monserrat, Rosa María Mateos, José Miguel Azañón, José Vicente Pérez-Peña, and Patricia Ruano

The European Space Agency’s Geohazard Exploitation Platform (GEP) (https://geohazards-tep.eu/#!) is a web-based platform through users can perform independent analysis by exploiting satellite data. This platform hosts several thematic apps that allow to identify, monitor and asses hazard related to geological processes such as volcanism, land subsidence or landslides. The Sentinel-1 CNR-IREA SBAS service is one of these thematic apps that consists on a Differential SAR Interferometry (DInSAR) processing chain for the generation of Earth deformation time series and mean velocity maps of surface ground displacement. In the last decades, DInSAR techniques have proved to be powerful tools to detect and monitor active processes related to geological ground instability issues. In this context, the Sentinel-1 GEP service seems to be a promising way to perform independent and high temporal resolution DInSAR analysis from any part of the world in just 24 hours.

At present time, GEP continues being fine-tuned and users are working to validate the obtained results by comparing them with other data. In this way, it is possible not only to evaluate the advantages and limitations of the platform and but also to acquire new information about geological active processes around the world. In this work, we present an overview of different locations in the Mediterranean Basin and northwestern South America where we are accounted for previous knowledge of active landslide activity. Where there was previous InSAR analysis, we compared recent InSAR velocity maps with displacement rates that we obtained by the Sentinel-1 CNR-IREA SBAS tool to check their reliability. Moreover, we explored areas with no previous monitoring information but field evidence of ground instability. Beyond this, we considered this service as a successful tool to perform preliminary analyses of Sentinel-1 images in non-investigated areas to spot hazards and to delimit zones for performing detailed investigations. Additionally, some other unsatisfactory results allowed us to draw conclusions about technical constrains of the GEP tool and further asses its usefulness.

 

This work has been developed in the framework of the RISKCOAST project, founded by the Interreg SUDOE program.

How to cite: Reyes-Carmona, C., Galve, J. P., Barra, A., Monserrat, O., Mateos, R. M., Azañón, J. M., Pérez-Peña, J. V., and Ruano, P.: The Sentinel-1 CNR-IREA SBAS service of the European Space Agency’s Geohazard Exploitation Platform (GEP) as a powerful tool for landslide activity detection and monitoring, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19410, https://doi.org/10.5194/egusphere-egu2020-19410, 2020.

EGU2020-16982 | Displays | NH3.8

Potential of multisensor assessment using digital image correlation for landslide detection and monitoring

Doris Hermle, Markus Keuschnig, and Michael Krautblatter

With the combination of diverse remote sensing data, one can estimate the detection capabilities of gravitational mass movement dynamics and behaviour. Recent multispectral satellite sensors such as Sentinel-2, RapidEye and PlanetScope offer unprecedented spatiotemporal resolutions, hence reducing data gaps of alpine meteorological constraints. In addition to this data, very high resolution and accurate UAV images cover a broad range of spatial resolutions. The strengths of these remote sensing systems allow the data compilation of vast, difficult and dangerous to access mountain areas. However, the limitations of the spatiotemporal resolution for (i) pre-event landslide detection, (ii) monitoring of already known mass movements and (iii) the capability to measure rapid changes (e.g.  accelerations) for warnings have not been examined extensively. Thus, there is an important need to understand the potential of multispectral images to detect, monitor, and identify rapid changes prior to landslide events to increase the forecasting window.

Digital image correlation (DIC), as indispensable tool to measure surface displacements, aids in estimating the fitness of different remote sensing images. Here, we present first results of motion delineation by DIC of the Sattelkar, a high-alpine, deglaciated and debris-laden cirque in the Obersulzbach-valley, Austria. We used comprehensive knowledge of the study site to thoroughly understand DIC motion clusters for verification purposes. We then compared three different DIC software tools, COSI-Corr, DIC‑FFT and IMCORR. They revealed similar results for the three satellite systems in terms of hot spot areas as well as noise. Our findings show large motion inaccuracies for Sentinel-2, RapidEye and PlanetScope images due to spatial resolution, poor image co-registration and changing data quality. In contrast, displacement patterns from the three UAV images (7/2018, 7/2019, 9/2019) demonstrate good positional accuracy as well as data usability for this approach. The inherited noise results from decorrelation due to high velocities suggest using an increased temporal image acquisition for further evaluation.

Reliable, precise results for landslide detection, their ongoing monitoring and the measurement capability for significant changes are necessary for targeted investigations, precautionary measures and the start of the forecasting window. Multispectral UAV images of high positional accuracy and quality are able to provide dependable relative displacement velocities and have the capability to serve as a reliable tool. On the contrary, satellite images showed delusive results, and we recommend reconsidering their deployment in future applications. The knowledge of the most suitable data in terms of accuracy and processing speed is crucial for landslide identification, monitoring and acceleration threshold detection. At present, our prelimiary findings show the capability to detect and monitor relative and mainly slow changes. The detection of rapid changes lacks due to the accuracy, resolution and revisit time of the investigated remote sensing systems.

How to cite: Hermle, D., Keuschnig, M., and Krautblatter, M.: Potential of multisensor assessment using digital image correlation for landslide detection and monitoring, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-16982, https://doi.org/10.5194/egusphere-egu2020-16982, 2020.

EGU2020-18852 | Displays | NH3.8

Landslide Behaviour and Risk Reduction using SfM and 3D modelling techniques with Unmanned Aerial Systems (UAS). Chios island (Greece).

Eirini Spyridoula Stanota, Nafsika Ioanna Spyrou, Emmanuel Andreadakis, Emmanuel Skourtsos, Stylianos Lozios, and Efthymios Lekkas

UAS have been increasingly utilized for research in Natural Hazards and Risk Management, especially when it comes to inaccessible study areas where the thorough examination of the existing geological-tectonic structures cannot be achieved only by field work. The study area is located on Chios island (North Aegean Sea, Greece) along the Chios-Kardamyla Road in the region from Mersinidi to Myliga, where the particular geodynamic and seismotectonic regime results in earthquakes which cause a great amount of natural disasters including many landslides. The largest part of the area was inaccessible. The use of SfM (Structure for Motion) techniques to obtain data from the UAV (Unmanned Aerial Vehicle-DJI Mavic Pro) flights above the study area led to detailed phototopographic, photomorphological, photogeological-tectonic and photogeotechnical mapping, detailed boundary and surface tectonic mapping and high-accuracy structural analysis in 3D environments. The combination of field work and UAS-based photogrammetry, provided complete and reliable results by following rapid and low-cost procedures by using Pix4D, ArcGIS, Rockware Rockworks 17, Rocscience Rocfall, Rocscience Slide and CAD software. The methodology was developed on the outline of the following workflow:

  • Evaluation of existing geological, geotectonic, hydrogeological, seismotectonic and geotechnical data
  • Flight project planning, according to: equipment specifications and capabilities, requirements of visual analysis, extent and morphology of the study area and expected weather conditions.
  • Field mapping and UAS flight execution (imagery and footage capture).
  • UAS imagery processing and interpretation: production of 3D models, Digital Surface Models (DSM), Digital Terrain Models (DTM) and Orthomosaics, formation boundaries recognition.
  • Production of Geological-Tectonic maps for the study area.
  • Research of the discontinuous tectonic deformation (SfM recognition and 3D mapping of tectonic lines and surfaces). Extraction of tectonic data (direction, dip, dip direction, aspect etc).
  • Field and SfM tectonic data analysis and statistics (unification of tectonic data archive, weighting of the statistics, statistical processing and diagrams – density, rose, cyclographic projections etc).
  • Research of the hydrogeological conditions of the area (determination of the role of groundwater in rock and soil movements according to hydrolithology and tectonic texture).
  • Geotechnical mapping and hazard assessment.

Furthermore, this study includes the identification of the slope failures and the rock mass classification according to the internationally accepted stability calculation methodologies. Specific plans for rockfalls and rock slides, analysis of rockfall evolution and detailed simulation models of rockfalls were extracted. Appropriate measures and proposals for landslide risk reduction projects were also made. The evaluation of drilling results along the study area, the causes of landslides, the slope stability calculations and the proposed countermeasures are presented in the research. Especially regarding the carbonate rocks in the area, they have undergone tectonic strain that has led to their fragmentation into blocks and boulders. In combination with the water activity which reduces the shear strength of the discontinuities and the friction between a) the carbonate blocks and b) the carbonate mass and the clastic basement, these rock blocks are easily detached to overturn or slide on the downhill slopes, during intense precipitation or earthquake phenomena. 

How to cite: Stanota, E. S., Spyrou, N. I., Andreadakis, E., Skourtsos, E., Lozios, S., and Lekkas, E.: Landslide Behaviour and Risk Reduction using SfM and 3D modelling techniques with Unmanned Aerial Systems (UAS). Chios island (Greece)., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18852, https://doi.org/10.5194/egusphere-egu2020-18852, 2020.

EGU2020-5910 | Displays | NH3.8

Semi-automatic road damage detection in landslide areas using UAV-based 3D models

Nicoletta Nappo, Olga Mavrouli, Cees van Westen, Roberto Gambillara, and Alessandro Maria Michetti

The efficiency of linear infrastructure influences heavily the social and economic development of a territory; hence the assessment of pavement damage is of major interest for local authorities when planning road maintenance in landslide affected areas to ensure the safety of its users. Ground movements related to landslides, subsidence and earthquakes are common causes of pavement deterioration, other than usual traffic stress conditions. Major issues for the assessment of landslide impacts on transportation routes remain the quantitative and objective description of the typology and extent of pavement damage, and its classification, with the aim to correlate the damage with the nature and intensity of the causing phenomena. This work investigates the use of three-dimensional models reconstructed from UAV based digital photogrammetry, as a rapid and less laborious alternative to the traditional field surveys, for assessing the damage induced by slow-moving landslides interacting with linear infrastructure. A semi-automatic procedure is proposed to rapidly detect and quantitatively describe the damage on asphalt-paved roads affected by slow-moving landslides. The methodology includes the processing of the 3D points cloud models using edge detection algorithms and roughness estimations to detect pavement anomalies. Damage assessment using the proposed methodology allows to i) automatically extract the geometric features of road damage, ii) measure objectively fractures and/or deformations of the road pavement and iii) create a damage database using geolocation data. The procedure is applied to road tracks located within slow-moving landslides and tested using RGB images taken from a Phantom 4 drone flight at 30m and 10m altitudes from the road surface and field measurements. The proposed methodology for semi-automatic road damage detection can contribute to the improvement of landslide risk analysis and mitigation for road networks affected by ground movements.

How to cite: Nappo, N., Mavrouli, O., van Westen, C., Gambillara, R., and Michetti, A. M.: Semi-automatic road damage detection in landslide areas using UAV-based 3D models, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5910, https://doi.org/10.5194/egusphere-egu2020-5910, 2020.

NH3.9 – Landslide monitoring: recent technologies and new perspectives

EGU2020-12196 | Displays | NH3.9

Time-dependent investigation of a slow-moving landslide in Los Angeles, CA, through SAR observations and numerical simulations

Nicușor Necula, Kami Mohammadi, Mostafa Khoshmanesh, and Domniki Asimaki

As urbanized areas increasingly expand into mountainous terrains and climate change accentuates extreme weather conditions (rainfall or drought), slow-moving landslides increasingly threaten the resilience of infrastructure systems. Referred to as creeping landslides, these features may appear benign but can abruptly turn into catastrophic failures and debris flows during heavy rainfall or an earthquake. Because of the spatial extent and time evolution of ground deformation risk, conventional observation techniques such as site surveying, that rely on human resource availability and involve safety considerations, cannot be used to identify precursors of impending failures. Instead, remote sensing techniques for landslide monitoring such as differential SAR Interferometry (DInSAR) allow the spatiotemporal retrieval of surface changes with millimeter accuracy. We here test the reliability of repeat-pass interferometry techniques coupled with numerical models of creep to quantify the time-dependent deformations of a landslide in the Bel Air district of Los Angeles, USA. We validate our measurements and predictions by comparison with in-situ deformation profiles, and provide detailed representations of ground surface and subsurface displacements, along with the relationship between environmental factors and material properties. The wealth of in-situ measurements and site characterization data at the site improves our understanding of deformation precursors that can be used to minimize the risk posed to communities by slow-moving landslides.

How to cite: Necula, N., Mohammadi, K., Khoshmanesh, M., and Asimaki, D.: Time-dependent investigation of a slow-moving landslide in Los Angeles, CA, through SAR observations and numerical simulations, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12196, https://doi.org/10.5194/egusphere-egu2020-12196, 2020.

As a growing city, Batam Islands has an immense potential to become one of the strategic positions in Southeast Asia. However, as the city developed, it also followed with the deformation and potential areas which has prone to shallow landslides. Using 32 Sentinel-1A Satellite Images Data and 17 years of Optical images data, analysis of time series is conducted using Persistent Scattered Interferometry method and mapped for landslide events in the Islands. As a result, several regions impacted 4 – 10 mm/year of velocity deformation in the center part of the island and several locations simulated to be prone to shallow landslide. So, by coupling method of SAR data and optical images, has giving prominent possibility for detecting and predicting hazard potential in this island.

How to cite: Choanji, T., Jaboyedoff, M., Derron, M.-H., Fei, L., and Sun, C.: Images Time Series Analysis for Land Deformation and Mapping Shallow Landslides based on SENTINEL - 1 and Optical Satellite Images Data: Case Study on Batam Island, Indonesia, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5018, https://doi.org/10.5194/egusphere-egu2020-5018, 2020.

EGU2020-3648 | Displays | NH3.9

Continuous monitoring of ground deformational scenario of Veneto region (Italy) through Sentinel-1 data

Pierluigi Confuorto, Silvia Bianchini, Davide Festa, Federico Raspini, and Nicola Casagli

Continuous monitoring of the Earth surface is fundamental for the development and the evolution of the society, to reduce the risks posed by major geo-hazards like landslides, subsidence and sinkholes, which have a large impact on urban areas and can cause direct and indirect socio-economic losses. The start of spaceborne Synthetic Aperture Radar systems represented a milestone for the control of the territory, since SAR-based monitoring enables accurate measurement of the surface deformation over large areas, with a frequency dependent on the revisit time of the satellites. In this sense, the launch of the European Space Agency Sentinel-1 mission, characterized by a 6-days repeat pass, portrayed a great innovation and a step towards near-real-time monitoring. In this work, we present the first results of the continuous monitoring of the Veneto region (Northeastern Italy) performed by means of Sentinel-1 data, in the framework of an operational monitoring service. The procedure applied is based on a systematic processing chain made of four steps: i) Continuous generation of Sentinel-1 ground deformation maps, providing Measurement Points (MP) characterized by annual average velocity (mm/yr) and displacement Time Series (TS); ii) TS screening and classification, applied after each new satellite acquisition, to identify any change in the deformation pattern, according to a selected threshold; iii) constant update of the “anomalies” and their classification, according to the type of deformation; iv) warning to local authorities, in case of persistent and significant anomalous trends which require further investigations and field surveys. Its first application on the Veneto region shows promising outcomes, evidencing those areas characterized by movements that can be detected by SAR satellites. A few examples of this operational procedure are here shown, such as the cases of Lamosano, where a translational slide involves the local village, or of Recoaro Terme, where the Mt. Rotolon landslide is constantly studied. Moreover, subsidence is also a major threat in Veneto region, testified by the long-term phenomena of the NE plain (Verona and Vicenza provinces) and by the city of Venice, where the interaction of tides and subsidence causes the periodical flooding (“acqua alta”) of the renowned UNESCO site. The presented results want to demonstrate that the constant and continuous monitoring of the territory through Sentinel-1 data represents a best practice for the detection of ground deformation events, aiming at the natural risk mitigation for the development of the human environment.

How to cite: Confuorto, P., Bianchini, S., Festa, D., Raspini, F., and Casagli, N.: Continuous monitoring of ground deformational scenario of Veneto region (Italy) through Sentinel-1 data, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3648, https://doi.org/10.5194/egusphere-egu2020-3648, 2020.

EGU2020-2394 | Displays | NH3.9

InSAR as an operational tool for remote mine monitoring

Nathan Magnall, Adam Thomas, and Rachel Holley

Recent mining disasters, such as the collapse of the Brumadinho tailings dam in Brazil, have placed intense pressure on mining companies to effectively monitor their active and historical assets. Particular focus has been placed on none-profit generating aspects of mines, specifically tailings storage facilities (TSFs). These may be poorly monitored, not routinely maintained, and of unknown construction. Remote sensing techniques present an attractive option for monitoring such facilities, reducing the need for the deployment of expensive ground monitoring systems and personnel.

Here we demonstrate how satellite InSAR can be used as an effective remote monitoring solution for both active and inactive TSFs. InSAR is a powerful tool for mining companies, allowing for both frequent ongoing monitoring and, somewhat uniquely, the ability to look at historical deformation and perform post-event analysis. Furthermore, the increasing availability of satellite data, both commercial and open-access, means that regular monitoring programs are increasingly feasible and economically viable.

The application of InSAR across a mine is by no means without challenges. Active sites typically suffer from poor coherence due to mine activities, while closed sites can be heavily vegetated which further impacts coherence. Despite these challenges, InSAR can be a highly effective component of a mine monitoring program, particularly when integrated with ground based systems.

How to cite: Magnall, N., Thomas, A., and Holley, R.: InSAR as an operational tool for remote mine monitoring, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2394, https://doi.org/10.5194/egusphere-egu2020-2394, 2020.

We present an operational innovative early warning system for real-time rockfall detection with automatic road closure and simultaneous slope monitoring for a rockfall prone section of Axenstrasse in Central Switzerland. The comprehensive monitoring system combines various technologies, including interferometric radar, Doppler radar, seismic sensors, high-resolution deformation cameras, combi-motion sensors and various webcams, to achieve maximum detection reliability at minimal closing time for waiting traffic.

The Axenstrasse is a scenic road section along Lake Lucerne with an average traffic volume of 16,000 vehicles a day. On 18 July 2019, heavy rainfall triggered a small debris flow in the steep Gumpisch valley and released a large boulder. The 12-ton boulder crossed the road fortunately without causing any significant damage. The road operator closed the route immediately for safety reasons; large debris accumulations of a previous rockfall remained in the upper Gumpisch valley and further similar events are very likely. In an effort to reopen the important traffic axis as soon as possible, we developed, installed and commissioned an alarm system with automatic traffic control within only a few weeks.

The system combines two different types of technologies: First, sensors for real-time detection of fast movements and second, techniques for long-term monitoring of surface deformation. For reliable rockfall detection, we use a combination of long-range Doppler radar technology and high-sensitivity seismic sensors to minimize false alarm rates while maintaining high probability of detection. The rockfall radar remotely detects moving debris or large boulders whereas the seismic sensors recognise rockfall based on ground motion. Both technologies work in real time and independent of visibility conditions (day/night, fog, snowfall). At a suitable rock spur, we installed two rockfall radars, one facing up and one down the valley, and three seismic sensors in an array.

Given the short warning time of around 20-30 seconds, it is vital to close the road immediately once an event is detected. However, many events remain small and never reach the road. In order to avoid unnecessary road closures for minor events, we equipped the protection nets above the road with combi-motion sensors that automatically detect an impact by a boulder or a debris flow passage. The system automatically reopens the road after 2 minutes, if an event was detected in the upper part, but no impact was recorded in the nets. In this way, we can guarantee road safety and avoid long closure times. 

For long-term slope monitoring, we installed an interferometric radar with autonomous power supply for permanent, sub-mm monitoring of the rock face where rockfall initially occurred. Further, two deformation cameras observe the gully and provide daily surface deformation analyses through automatic comparison of high-resolution imagery. This type of data allows to identify unstable zones and detect a potential acceleration early.

All sensor data and camera imagery are continuously transmitted to an online data portal for user access at any time via PC, tablet or smartphone.

How to cite: Wahlen, S., Meier, L., and Darms, G.: Rockfall Alarm System with Automatic Road Closure/Reopening and long-term Slope Monitoring for major European North-South Route (Axenstrasse), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5138, https://doi.org/10.5194/egusphere-egu2020-5138, 2020.

EGU2020-20356 | Displays | NH3.9

Can point cloud data be used to calculate time to failure of a landslide?

Andy Take, Nancy Berg, and Toshikazu Hori

Point cloud data capturing ground surface elevation at two instants in time are commonly used to identify the occurrence of landslides, identify their spatial extent, and to provide an estimate of the volume of depletion/accretion. In this study, it is hypothesized that this same point cloud data has the potential to yield much more valuable quantitative information regarding landslide behaviour, including the direction, magnitude, and rate of surface displacement.  Given point cloud data contains roughness information, shaded projections (hillshade images) of the slope at two or more instants in time can be processed using digital image correlation (DIC) to track displacement in the plane of the projection. If multiple view angles are used to generate the hill shade images, 3D surface displacements of the landslide surface should theoretically be resolved. Furthermore, if point clouds are generated with sufficiently high temporal resolution, it should be possible to estimate the time to failure. We explore this hypothesis in field experiment conducted in Tsukuba, Japan in which we bring a 3.5 m high earth dam to shear failure under high reservoir levels and extreme rainfall. Point clouds of the downstream dam surface generated at high temporal resolution were successfully used to calculate the 3D displacement of the dam surface, and to calculate the time of failure using the inverse-velocity method to within four minutes of the observed slope failure.

How to cite: Take, A., Berg, N., and Hori, T.: Can point cloud data be used to calculate time to failure of a landslide?, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20356, https://doi.org/10.5194/egusphere-egu2020-20356, 2020.

EGU2020-6565 | Displays | NH3.9

Ambient seismic noise monitoring: an online application for decision makers – example of various applications for different slopes configurations.

Alexandra Royer, Mathieu Le Breton, Antoine Guillemot, Noélie Bontemps, Eric Larose, Laurent Baillet, Denis Jongmans, Fabrice Guyoton, Michel Jaboyedoff, and Raphael Mayoraz

Monitoring landslides is essential to understand their dynamics and to reduce the risk of human losses by detecting precursors before failures. In general, surface observations need to be complemented by observation at depth, in the bulk of the material. A decade ago, the ambient seismic noise interferometry method was proposed to monitor changes in the seismic surface wave velocity. As seismic wave velocities are directly related to the rigidity of the material, any reduction of seismic velocity can be associated to a loss of rigidity with high probability (a route toward soil liquefaction or to high fracturation). This technique led to detect a velocity decrease several days before the failure of a clayey landslide [1], paving the way to a novel precursor signal that could serve for alert or early warning systems. Here we report at least five different landslides that have been monitored, over several years [2]. In this paper, we detail the standard experimental configuration, the basic signal processing procedure, the sensitivity and resolution of the method, together with its advantages and possible limitations. Environmental effects on the relative seismic velocity change are discussed.

In order to make the technology operational for decision makers, we built an online application with web portal displaying daily evolution of seismic velocity variation. This portal also integrates other available observations like environmental parameters (weather, precipitations) or surface observation (photogrammetry, gps, extensometers…).

[1] G. Mainsant, E. Larose, C. Brönnimann, D. Jongmans, C. Michoud, M. Jaboyedoff, Ambient seismic noise monitoring of a clay landslide : toward failure prediction, J. Geophys. Res. 117, F01030 (2012).

[2] M. Le Breton, N. Bontemps, A. Guillemot, L. Baillet, E. Larose, Landslide Monitoring Using Seismic Ambient Noise In-terferometry: Challenges and Applications, Earth Science Review (under review) (2020)

How to cite: Royer, A., Le Breton, M., Guillemot, A., Bontemps, N., Larose, E., Baillet, L., Jongmans, D., Guyoton, F., Jaboyedoff, M., and Mayoraz, R.: Ambient seismic noise monitoring: an online application for decision makers – example of various applications for different slopes configurations., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6565, https://doi.org/10.5194/egusphere-egu2020-6565, 2020.

EGU2020-1952 | Displays | NH3.9

How to manage a monitoring service based on satellite interferometry: a practical approach from the Tuscany region (central Italy)

Matteo Del Soldato, Lorenzo Solari, Federico Raspini, Silvia Bianchini, Andrea Ciampalini, Roberto Montalti, and Nicola Casagli

Thanks to the launch of the ESA’s Sentinel-1 constellation the scientific community re-evaluated the way to use these data, shifting from a static view of the territory to a continuous streaming of ground motion measurements from space. The Tuscany region (central Italy) has been the first worldwide region to adopt a satellite continuous monitoring service for ground deformation. Taking advantage from the wide area coverage, short revisiting time, cost efficiency and non-invasiveness of the satellite interferometric techniques, in addition to the increased processing capabilities, it was possible to set up a 12 days updated system. The processing chain combines the SqueeSAR algorithm and a time-series data mining algorithm aimed to highlight benchmarks, named “anomalous points”, with significant trend variations. The anomalous points are radar-interpreted in order to classify all of them according to possible causes (e.g. landslide, subsidence, uplift, mining activity). The results of each update of the service are delivered to the regional authorities in the form of a bulletin. It contains a map of the tuscan municipalities differently coloured according to the number of anomalous points, their persistence and relevance. In case of anomalous points representing a potential threat, a field campaign for field-verifying the situation and the potential active phenomena is conducted.

A sheet survey has been realized for the field campaign in order to collect several useful information with the final aim of qualitatively estimating the risk and suggesting short-term actions to be taken by local entities. It is useful to have a complete vision on several elements following a sort of checklist (i.e. general information for describing the phenomena, intensity of the event noting down the damage, exposure of elements) drastically reducing the subjectivity of the surveyors. The whole procedure, from the download and processing of the satellite raw images to the field surveys, requires less than 10 days. The monitoring service provides extremely useful information for prevention, monitoring and risk management activities related to hydrogeological phenomena. Another important consequence is the raised awareness of local and regional authorities in terms of geohazards affecting their territories.

How to cite: Del Soldato, M., Solari, L., Raspini, F., Bianchini, S., Ciampalini, A., Montalti, R., and Casagli, N.: How to manage a monitoring service based on satellite interferometry: a practical approach from the Tuscany region (central Italy), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1952, https://doi.org/10.5194/egusphere-egu2020-1952, 2020.

In France, the risk due to clay shrinking and swelling is the second most important cause of financial compensation from insurance companies behind flood risk. In 2010, BRGM published a first global hazard map, based on the 1:50 000 geological map, geotechnical data and spatial distribution of building damages. The traditional way to improve this map consists of monitoring instrumented experimental sites. Since September 2016, a new site has been implemented at Chaingy (Centre-Val de Loire) by choosing a clayey soil in an urban context exposed to a semi-oceanic climate. Two in situ extensometers (E1, E2) have been installed to monitor vertical displacements due to a continuous clay layer at a depth between about 80 cm and 160 cm and capacitive sensors have been deployed inside boreholes at about 120 cm depth to track soil moisture variations in clayey soils.

During a three-year period (September 2016 – September 2019), the extensometers show that the swelling peak level is attained during the spring (with a maximum of 10 millimeters in only 4 months) and the peak of ground settlement during the fall. Another result is a strong spatial and temporal variability comparing the two extensometers, spaced only about 12 m apart: the expansion is up to three times higher at E2 than at E1 during this period.

Another innovative way to improve the swelling-risk map is to use Synthetic Aperture Radar Interferometry (InSAR) technique. During the same 3-year period, the Copernicus Sentinel-1 acquisitions were processed using the P-SBAS (Parallel Small BAseline Subset) service of CNR-IREA to monitor the temporal evolution of ground deformation. Using both ascending and descending tracks, the motion in the vicinity of E1 and E2 reflects roughly the seasonal variation of the clay swelling and settlement. Moreover, the estimated displacement rates are consistent to both extensometers linear trends, taking into account averaging effects due to the spatial resolution of the InSAR measurements.

During the same 3-year period, the 10-day SMOS surface soil moisture (SSM) products for descending acquisition geometry are also used to calculate the average of the median, minimum and maximum SSM values. These surface moistures are in phase advance with respect to the soil moistures measurements at 1.2 m depth. The cross wavelet transform (XWT) between SSM and the vertical displacement at extensometer E2 reveals in the time/frequency space two different periods: 1) the seasonal period (one year), 2) another period (between 4 and 5 months). SSM shows an advance of phase with respect to vertical E2 displacement for both periods. This result is consistent with a water infiltration in the unsaturated zone followed by the swelling of the clay layer.

To a lesser extent, a similar correlation with a phase delay is observed using XWT between SSM and LOS displacement time series. As a perspective, the same method coupling both satellite acquisitions (Sentinel-1 and SMOS) may be generalized to improve the global French shrink/swell risk evaluation at a finer resolution.

How to cite: Burnol, A., Foumelis, M., Gourdier, S., and Raucoules, D.: Characterization of clay shrinking and swelling at the Chaingy site (Centre-Val de Loire) combining in situ extensometers, SMOS surface soil moistures and Sentinel-1 interferometric spaceborne measurements, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11592, https://doi.org/10.5194/egusphere-egu2020-11592, 2020.

EGU2020-1043 | Displays | NH3.9

Low-cost interferometric optical fibre-based sensor for landslide monitoring: laboratory tests under different applications

Vladislav Ivanov, Laura Longoni, Maddalena Ferrario, Marco Brunero, and Monica Papini

Landslide monitoring must keep pace with the development of technology. The costs of elaborate monitoring tools could however be quite elevated, especially when considering that monitoring instruments in direct contact with the measurand could undergo irreversible damage and thus be obliterated. A variety of landslide monitoring tools based on the optical fibre technology have emerged in the past few decades. While authors tend to focus on the reduced costs of the sensing cables, the economic and practical aspects related to the interrogating systems are often disregarded. In fact, commercially available units are hardly exploitable outside the laboratory. In this regard, we propose a newly developed interferometric optical fibre-based monitoring system which offers high sensitivity strain monitoring at a significantly reduced cost of the instrumentation involved. Moreover, the devised setup could easily be exported for field use. The setup has been tested in controlled conditions as a monitoring tool in a downscaled landslide model. Two major modes of operation have been experimented: a) direct strain sensor where the optical fibre cable undergoes deformation, and b) a high frequency elastic wave detection mode where the sensor is able to distinguish the energetic footprint generated by ground movement. The two experimental schemes indicate that the newly developed sensing system could eventually be put into effective use for a variety of landslide phenomena where the most appropriate mode of application would depend of the circumstances of the problem under investigation. The design of a field application of the monitoring tool are currently underway.

How to cite: Ivanov, V., Longoni, L., Ferrario, M., Brunero, M., and Papini, M.: Low-cost interferometric optical fibre-based sensor for landslide monitoring: laboratory tests under different applications , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1043, https://doi.org/10.5194/egusphere-egu2020-1043, 2020.

EGU2020-5170 | Displays | NH3.9

Validation and interpretation of data obtained by the newly developed low-cost Geodetic Integrated Monitoring System (GIMS)

Ela Šegina, Mateja Jemec Auflič, Tina Peternel, Matija Zupan, Jernej Jež, Eugenio Realini, Ismael Colomina, Michele Crosetto, Angelo Consoli, Sara Luca, and Joaquín Reyes González⁷

Geodetic Integrated Monitoring System (GIMS) has been developed as a low-cost solution for detecting and measuring ground movements (https://www.gims-project.eu/). The prototype has been tested on the landslide on Potoška planina in the north of Slovenia that has been monitored by the seven GIMS units. These units, consisting of GNSS receiver and inclinometer, provide live monitoring data with millimetric precision. In this paper, the project consortium presents the first results of the prototype measuring system and estimate its applicability in modern landslides monitoring. The GIMS measurements have been validated by the wire crackmeter located at the site. The data were correlated to the groundwater level in a piezometer and to the amount of precipitation detected at the rain gauge. Results of GIMS units show good comparability to the wire crackmeter measurements and increased precision in detecting variations in landslide movements. The latter enables us to precisely define the rainfall threshold value for the particular landslide as crucial information needed for a reliable early warning system.

 

How to cite: Šegina, E., Jemec Auflič, M., Peternel, T., Zupan, M., Jež, J., Realini, E., Colomina, I., Crosetto, M., Consoli, A., Luca, S., and Reyes González⁷, J.: Validation and interpretation of data obtained by the newly developed low-cost Geodetic Integrated Monitoring System (GIMS) , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5170, https://doi.org/10.5194/egusphere-egu2020-5170, 2020.

EGU2020-8494 | Displays | NH3.9

Research and Development of Universal Equipment for Geological Hazard Monitoring and Early Warning

Juan Ma, Mingzhi Zhang, Gan Qi, Gloria Xing, and Zack Huang

Hilly and mountainous areas account for 65% of the total land area in China. There were 286,708 potential geological hazard sites registered at the end of 2018, among which 276,600 were small-and medium-sized. Small and medium geological hazards are a priority in geological disaster prevention. However, due to their large number and the high prices of professional monitoring equipment, it is difficult to find a cost-effective and accurate monitoring technology, method, or means for their long-term disaster monitoring. To this end, this paper aims to explore a reliable, cost-effective, precise, easily installable, low-power solution for small and medium geological hazard monitoring and early warning, centring on characteristic quantities such as deformation before collapse, landslides, and other disasters, and some key impact factors such as rainfall, moisture content, stress, and displacement velocity. Using universal  equipment based on microelectromechanical sensing technology and narrowband IoT technology, laboratory simulations and field tests were performed to research the equipment in terms of adaptation scenarios, effective monitoring ranges, installation methods and locations, and normalization of data reporting content, thus setting up a scientific method for small and medium geological hazard monitoring and early warning.

How to cite: Ma, J., Zhang, M., Qi, G., Xing, G., and Huang, Z.: Research and Development of Universal Equipment for Geological Hazard Monitoring and Early Warning, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8494, https://doi.org/10.5194/egusphere-egu2020-8494, 2020.

EGU2020-9506 | Displays | NH3.9

LZER0: GNSS cost-effective real-time positioning applied to landslide monitoring

Lavinia Tunini, David Zuliani, Paolo Fabris, and Marco Severin

The Global Navigation Satellite Systems (GNSS) provide a globally extended dataset of primordial importance for a wide range of applications, such as crustal deformation, topographic measurements, or near surface processes studies. However, the high costs of GNSS receivers and the supporting software can represent a strong limitation for the applicability to landslide monitoring. Low-cost tools and techniques are strongly required to face the plausible risk of losing the equipment during a landslide event.

Centro di Ricerche Sismologiche (CRS) of Istituto Nazionale di Oceanografia e di Geofisica Sperimentale OGS in collaboration with SoluTOP, in the last years, has developed a cost-effective GNSS device, called LZER0, both for post-processing and real-time applications. The aim is to satisfy the needs of both scientific and professional communities which require low-cost equipment to increase and improve the measurements on structures at risk, such as landslides or buildings, without losing precision.

The landslide monitoring system implements single-frequency GNSS devices and open source software packages for GNSS positioning, dialoguing through Linux shell scripts. Furthermore a front-end web page has been developed to show real-time tracks. The system allows measuring real-time surface displacements with a centimetre precision and with a cost ten times minor than a standard RTK GPS operational system.

This monitoring system has been tested and now applied to two landslides in NE- Italy: one near Tolmezzo municipality and one near Brugnera village. Part of the device development has been included inside the project CLARA 'CLoud plAtform and smart underground imaging for natural Risk Assessment' funded by the Italian Ministry of Education, University and Research (MIUR).

How to cite: Tunini, L., Zuliani, D., Fabris, P., and Severin, M.: LZER0: GNSS cost-effective real-time positioning applied to landslide monitoring, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9506, https://doi.org/10.5194/egusphere-egu2020-9506, 2020.

EGU2020-4834 | Displays | NH3.9

Establishment of Digital mapping for Slope Maintenance

Wooseok Kim, Kiyoung Koo, Oil Kwon, and Jinhwan Kim

In Korea, basic safety management and maintenance are performed with budget support and done systematically in the case of common general national road, highway and railroad slopes. However, in the case of local governments with a low fiscal self-reliance ratio, even the current state of slopes is not assessed. With this in mind, research development for the maintenance of various slopes to enable analysis within a budget and management automation is required.
This research aims to build an digital mapping production platform to be used as a part of the slope investigation and maintenance on slopes affecting national highways. Digital mapping produced through this platform are used as input data for the automatic identification of slope weak points. For this, an analysis was performed for the adaptability of the drawing products using Open-source photogrammetry S/W which is known to have excellent performance. The performance of this S/W was verified using LIDAR data for small size bedrock, and its adaptability was verified using measured data for actual slopes.
The utilization of the results of this research are adjudged and made available for actual slope image data. The results also are available for the foundation of utilizing operation guidelines for supporting using multiple resolutions (Project Number: 20SCIP-C151408-02).

How to cite: Kim, W., Koo, K., Kwon, O., and Kim, J.: Establishment of Digital mapping for Slope Maintenance, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4834, https://doi.org/10.5194/egusphere-egu2020-4834, 2020.

EGU2020-4875 | Displays | NH3.9

A Research on Technology Development in response to Slope Reinforcing Facility (Anchor) Aging

Byungsuk Park, Oil Kwon, Seunghyn Kim, Jonghyun Lee, and Yonghoon Woo

Recently, various drawbacks have been pointed out on the aspects of design, construction, and maintenance of anchor-reinforced slopes, and in some research the causes of increases and decreases of the tension force of the anchor are analyzed. However, research on the development of technology to cope with increases and decreases of the tension force in terms of maintenance is rare. In case that slipping occurs on an anchor-reinforced slope, shear and bending stress will occur in the shear section along the slip surface, and the anchor force may increase when slipping persists due to the deformation of the anchor body. Additionally, if shear deformation occurs in the anchor, cracks will occur in the grout at a relatively low deformation rate, and when deformation continues, the tension force may be further reduced due to the destruction of the grout. We tried to define investigation methodologies and safety plans through the analysis of case studies on functional loss sections, such as fractures of strands due to the excessive load placed on the anchors. From the results of the anchor lift-off test of 466 holes, the number of anchors that could not be retensioned was 177 holes, and the number of anchors with an increased tension force was 49 holes. From the results of ground exploration, it was found that soiled weathering zones or weathering zones with fractured bedrock were distributed at depths of 30m or more. It is analyzed that most anchor settlement with insufficient anchor forces were located in the slip surface and lacked anchor length. It is found that the safety of the slope can be secured if additional reinforcing anchors are installed around anchors with poor strand strength or anchors that cannot be retensioned.(Project Number: 20SCIP-C151408-02).

How to cite: Park, B., Kwon, O., Kim, S., Lee, J., and Woo, Y.: A Research on Technology Development in response to Slope Reinforcing Facility (Anchor) Aging, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4875, https://doi.org/10.5194/egusphere-egu2020-4875, 2020.

Quantitative data of the sub-surface properties and dynamics of recently active landslides spanning a temporal scale of more than a few years are still fairly rare. This is due to the fact that long-term landslide-monitoring setups are expensive regarding both financial and human resources as well as to install and maintain. Yet, a comprehensive understanding of potential landslide triggering thresholds is mandatory.
Apart from external triggers the internal hydrological, soil mechanical and geophysical properties of a hillslope determine its potential for displacement. The spatial distribution of groundwater levels and soil water contents as well as of the regolith material, resistance and depth define potential areas of activity. The internal structure of a landslide needs to be assessed in order to be able to evaluate magnitude and frequency as well as potential triggers of activity.

In this study, we present a long-term monitoring setup for the detection of sub-surface properties, structure and dynamics of the complex Hofermühle-landslide near Konradsheim in Lower Austria. A combination of direct (invasive) and indirect (non-invasive) methods is used. Direct methods include 1) dynamic probing to investigate sub-surface resistance and 2) the analysis of cores generated via drilling. Data analysis hereby focus on geotechnical parameters such as soil properties, regolith depth and resistance. To investigate hydrological properties data regarding 3) groundwater level using piezometers as well as 4) soil moisture using time domain reflectometry (TDR) probes are used. Data analysis focus on the spatio-temporal behaviour of soil moisture and groundwater level changes in order to assess sub-surface water pathways, water residence time and the connection to changes – regarding both input (precipitation) and output (evapotranspiration). Sub-surface movement rates and their position along vertical soil profiles are planned to be analysed using 5) inclinometer data. Direct methods are combined with non-invasive geophysical methods. As this monitoring setup will be maintained for a longer time period (>10a), the setup itself is assessed critically; challenges and issues of the installation, data transfer and analysis are discussed.

First results regarding the analysis of hydrological parameters indicate a heterogenic distribution of groundwater static level, soil water retention time after infiltration and flow paths. A first interpretation of the sediment core, dynamic probing as well as geophysical results support this heterogeneity. Sub-surface areas of potential activity could be presumed to be correlated with the spatial distribution of surface displacements as these also show a heterogenic distribution.

How to cite: Stumvoll, M. J., Fahrngruber, R., and Glade, T.: Complex landslide dynamics: establishing a monitoring setup to investigate sub-surface properties and displacements of a slow moving landslide system, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-16405, https://doi.org/10.5194/egusphere-egu2020-16405, 2020.

Mining activity on the area of ​​the former open-pit and underground brown coal mine called Friendship of Nations - Shaft Babina, which is at this moment part of the UNESCO Geopark - the Muskau Arch, was finished in 1973 and reclamation works were started with a special dedication to the forestation. As a part of the reclamation works, a number of technical and biological operations were performed, the subjects were: adjustment of water conditions, relevant land forming, development of ​​the former mine area by plantings and improvement of soil condition. The last of mentioned factor is extremely significant element whose condition determines the proper growth of vegetation. Considering the mining-industrial history and current development of this area, it seems necessary to constantly monitor the components of the natural environment, in particular soils. Adequate and timely used remedies can limit the negative effects and degradation of flora. The purpose of this research was an analysis of the soils condition in 2009-2019 on the area of Babina mine on the basis of geological indices determined using multispectral images of Sentinel-2 and Landsat 5/8 satellite missions. The subjects of analysis were the following soil properties: humidity, overall condition, salinity, texture and chemical composition. It should be emphasized that the research was the first on this area in which remote sensing data was used. Obtained results allowed determining of the current condition of soils, describing their changes in the last 10 years and indicating spatial and temporal trends of changes in the future. In addition, the results of the analysis made it possible to identify areas that may still be under the influence of former mining activities that adversely affect the condition of soils.

How to cite: Buczyńska, A.: Studies on soils condition on the area of the closed Babina mine in 2009-2019 using multispectral satellite images, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6985, https://doi.org/10.5194/egusphere-egu2020-6985, 2020.

EGU2020-18772 | Displays | NH3.9

DAMSAT: An operational system for tailings dam monitoring by bringing together remote sensing, meteorological and on-site observations with site metadata

Marta Roca, Eleanor Ainscoe, Gregor Petkovsek, Mark Wetton, Ye Liu, Mark Davison, and Alberto Riera

Tailings dams and storage facilities store toxic mine waste and effluent. Failure of a tailings storage facility can cause dramatic local ecosystem damage, water contamination and, if a tailings dam fails, loss of life due to inundation of the downstream area. The failure rate of tailings dams is known to be significantly greater than that of conventional water retention dams, but monitoring all tailings dams and storage facilities through frequent site visits could be an expensive and resource-demanding task.

Monitoring tools based on remote sensing and internet of things (IoT) sensors have the potential to reduce the risk from tailings storage failures by enabling the organisations responsible to conduct some monitoring remotely, and hence direct their resources for detailed monitoring more efficiently.

We present an overview of DAMSAT (Dam Monitoring from SATellites), an operational tool for monitoring tailings dams, tailings deposit areas and water dams. The tool consists of several different modules. Radar and optical satellite remote sensing data, and in situ internet of things (IoT) sensors are used to monitor surface movement and indicators of pollution at tailings storage sites. Meteorological forecasts are coupled to hydrological models in order to forecast changes in water level at the dams. DAMSAT presents the monitoring information together with risk information from hazard, consequence and evacuation models of possible dam failures in one integrated platform. The project is a partnership between UK and Peruvian organisations. This approach, alongside proactive user engagement activities and user requirements analysis, is designed to ensure that the system is developed with the needs of the user community in mind.

How to cite: Roca, M., Ainscoe, E., Petkovsek, G., Wetton, M., Liu, Y., Davison, M., and Riera, A.: DAMSAT: An operational system for tailings dam monitoring by bringing together remote sensing, meteorological and on-site observations with site metadata, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18772, https://doi.org/10.5194/egusphere-egu2020-18772, 2020.

EGU2020-21149 | Displays | NH3.9

Automated Multi-Sensor Near-Real Time Flood Monitoring in the Lower Mekong

Amanda Markert, Kel Markert, Timothy Mayer, Farrukh Chisthie, Biplov Bhandari Bhandari, Thannarot Kunlamai, Arjen Haag, Martijn Kwant, Willem van Verseveld, Kittiphong Phongsapan, David Saah, and Claire Nauman

Floods and water-related disasters impact local populations across many regions in Southeast Asia during the annual monsoon season.  Satellite remote sensing serves as a critical resource for generating flood maps used in disaster efforts to evaluate flood extent and monitor recovery in remote and isolated regions where information is limited.  However, these data are retrieved by multiple sensors, have varying latencies, spatial, temporal, and radiometric resolutions, are distributed in different formats, and require different processing methods making it difficult for end-users to use the data.  SERVIR-Mekong has developed a near real-time flood service, HYDRAFloods, in partnership with Myanmar’s Department of Disaster Management that leverages Google Earth Engine and cloud computing to generate automated multi-sensor flood maps using the most recent imagery available of affected areas. The HYDRAFloods application increases the spatiotemporal monitoring of hydrologic events across large areas by leveraging optical, SAR, and microwave remote sensing data to generate flood water extent maps.  Beta testing of HYDRFloods conducted during the 2019 Southeast Asia monsoon season emphasized the importance of multi-sensor observations as frequent cloud cover limited useable imagery for flood event monitoring. Given HYDRAFloods’ multi-sensor approach, cloud-based resources offer a means to consolidate and streamline the process of accessing, processing, and visualizing flood maps in a more cost effective and computationally efficient way. The HYDRAFlood’s cloud-based approach enables a consistent, automated methodology for generating flood extent maps that are made available through a single, tailored, mapviewer that has been customized based on end-user feedback, allowing users to switch their focus to using data for disaster response.

How to cite: Markert, A., Markert, K., Mayer, T., Chisthie, F., Bhandari, B. B., Kunlamai, T., Haag, A., Kwant, M., van Verseveld, W., Phongsapan, K., Saah, D., and Nauman, C.: Automated Multi-Sensor Near-Real Time Flood Monitoring in the Lower Mekong, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21149, https://doi.org/10.5194/egusphere-egu2020-21149, 2020.

NH3.10 – Landslide Hazard and Risk in a Changing Environment

EGU2020-19153 | Displays | NH3.10

Disastrous landslides under changing forcing factors triggered end 2019 in West Kenya

Romy Schlögel, Samir Belabbes, Luca Dell Oro, Aline Déprez, and Jean-Philippe Malet

End of 2019 was particularly damaging in some Central and Eastern African countries due to the heavy rain which triggered numerous mass movements. Extremely heavy rainfall were recorded in Pokot South and Sigor Sub counties located in West Pokot County (Kenya) on 23 and 24 November 2019. An official from the West Pokot county government said 53 people died after devastating rains caused huge landslides in this County while several roads in the valley have been affected and at least 5 bridges were reported as destroyed. Indeed Kenya has seen several villages heavily affected by landslides after floods and torrential rain. These movements were detected from a combination of high-resolution Sentinel 2 images and very high-resolution Pléiades-1 images acquired before and after the landslide catastrophe with the engagement of the UNOSAT’s rapid mapping service which activated the International space charter mechanism. In the following days, a series of analysis of the affected zones from very high-resolution optical data were delivered in the following days to UNOSAT and the emergency response authorities in Kenya. This study explains the mechanism of the rapid mapping activation and the use of the Disaster Charter mechanism to help to detect the extent of the phenomena and impacted infrastructure by providing a rapid mapping related analysis, conducted at UNOSAT with satellite data provided by space agencies involved in the International Space Charter. Science-driven landslide inventories were created with the ALADIM change detection algorithm integrated on the ESA GeoHazards Exploitaton Platform. Over the studied region of 400 km2, nearly 6000 landslides were detected, corresponding to an affected area of ca. 18 km2. Then, the triggering factors of this disaster were analysed understanding how changing raining conditions is affecting the area while it was not considered as landslides-prone. This research aims to state if this particular event is considered as abnormal according to rainfall trends and landslide occurrence looking at long time series and/or human practices play a major role in triggering this type of catastrophe.

How to cite: Schlögel, R., Belabbes, S., Dell Oro, L., Déprez, A., and Malet, J.-P.: Disastrous landslides under changing forcing factors triggered end 2019 in West Kenya, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19153, https://doi.org/10.5194/egusphere-egu2020-19153, 2020.

EGU2020-11822 | Displays | NH3.10

Assessing the probability of volume estimates initial landslide ruptures based on surface area

Michel Jaboyedoff, Cedric Meier, Derron Marc-Henri, and Christian Gerber

There exist several relationships between landslide surface areas and volumes. Most of them are based on simple geometric shape such as half ellipsoid or surface prisms. Using a new inventory of 66 small and shallow landslides was created using high resolution digital elevation model in the canton of Vaud (Switzerland). The volume calculation was based on horizontal surface areas (A) and the maximum vertical depth, using both paraboloid-elliptic or half ellipsoid. The relationship between surface area – maximum vertical depth (zmax) is deduced using principal component analysis (PCA) in a log-log space, which leads to a power-law (Jaboyedoff et al., 2020). The distribution of the distances of the 66 couple of values to this line is close to a log-normal distribution. This allows to calculate the probability to overpass a volume using both paraboloid-elliptic and half ellipsoid to calculate volumes based on maximum depth zmax.

The trend of relationship is very similar to the one obtained by Guzzetti et al. (2009), but the confidence level narrower. In our case a volume can be 8 times larger between the two boundaries of the centred 95% confidence level, and for the Guzzetti et al. (2009) it reaches 38 times based on their confidence level.

This approach demonstrates that there are large uncertainties on the volume estimations. But if it is applied to coherent inventories, it can provide good approximations. As the landslide runout distance depends on the volume involved, such approach is promising for improving landslides hazard.

References

Guzzetti F., Ardizzone F., Cardinali M., Rossi M., Valigi, D. 2009. Landslide volumes and landslide mobilization rates in Umbria, central Italy. Earth and Planetary Science Letters, 279(3-4), 222-229.

Meier, C., Jaboyedoff, M., Derron, M.-H., Gerber, C., 2020. A method to assess the probability of thickness and volume estimates of small and shallow initial landslide ruptures based on surface area. Landslides. //doi.org/10.1007/s10346-020-01347-0

How to cite: Jaboyedoff, M., Meier, C., Marc-Henri, D., and Gerber, C.: Assessing the probability of volume estimates initial landslide ruptures based on surface area, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11822, https://doi.org/10.5194/egusphere-egu2020-11822, 2020.

EGU2020-2308 | Displays | NH3.10

Towards the predictive simulation of complex high-mountain landslide cascades

Martin Mergili and Shiva P. Pudasaini

Complex cascades of landslide processes in changing high-mountain areas have the potential to result in disasters with major loss of life and disruption of critical infrastructures. Simulation tools have been developed to anticipate and, consequently, more effectively manage, landslide hazards and risks. However, the detailed prediction of future events remains a major challenge particularly for complex cascading events. In the previous years, we have successfully back-calculated a set of well-documented historic landslide cascades with the mass flow simulation tool r.avaflow, deriving sets of optimized parameters. In the present contribution, we use the findings from these back-calculations to propose two approaches for predictive simulations with an updated version of r.avaflow, based on the multi-phase mass flow model by Pudasaini and Mergili (2019):

(i) Using the minima and maxima of the parameter sets summarized from the back-calculations to simulate areas of certain impact and areas of possible impact, and ranges of possible travel times and kinetic energies. The limitation of this method is that parameters often depend on the process magnitude and have to be spatially differentiated for zones of similar topography and process type, meaning that the process type has to be prescribed.

(ii) Deducing from the guiding parameter set a function that relates the key model parameters (particularly, friction parameters) to a suitable dynamic flow parameter (we suggest the kinetic energy). This approach has the advantage that the definition of zones becomes obsolete. However, much more research is necessary to constrain the proposed function.

We apply both approaches to the well-documented 2002 Kolka-Karmadon event in the Russian Caucasus, where an initial fall of ice and rock entrained almost an entire glacier, triggering a high-energy ice-rock avalanche followed by a distal mud flow. Both of the simulations (i) and (ii) yield empirically mostly adequate results in terms of impact areas, volumes, hydrographs, and flow velocities, leading to the preliminary conclusion that they represent a major step forward in our ability to predict high-mountain process chains. However, some aspects are not fully reproduced by (i), whereas others are not fully reproduced by (ii), calling for further research.

Pudasaini, S. P. and  Mergili, M. (2019): Journal of Geophysical Research – Earth Surface, doi:10.1029/2019JF005204
 

How to cite: Mergili, M. and Pudasaini, S. P.: Towards the predictive simulation of complex high-mountain landslide cascades, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2308, https://doi.org/10.5194/egusphere-egu2020-2308, 2020.

EGU2020-18953 | Displays | NH3.10

Assessment of buildings exposure and potential losses to landslides based on census data

Sérgio C. Oliveira, Raquel Melo, Carlos Alves, Jorge Rocha, Ricardo A. C. Garcia, Alexandre Tavares, José L. Zêzere, Susana Pereira, Pedro P. Santos, Paulo Morgado, and Nuno Costa

Landslides, like any natural hazardous process, do not generate risk until some type of interaction with human settlements or activities occur. Consequently, the landslide susceptibility assessment and the quantification of the exposure and potential losses of structures and infrastructures is crucial for informing emergency and spatial planning in areas prone to geomorphological hazards. Thus, the major aim of this work is to identify the current and future buildings’ exposure to landslides, in order to get useful information to support decision planners.

The current spatial distribution of buildings and future exposure trends will be assessed based on the Portuguese Census data, which will be used as ancillary information to derive the number and type of buildings at the basic census polygonal unit. The future buildings’ exposure will be determined from a cellular automata simulation model.

Four types of buildings are considered: E1 – light structures of wood or metal; E2 – buildings of adobe, rammed earth or loose stone walls; E3 - buildings with brick or stone masonry walls; and E4 - buildings of masonry walls confined with reinforced concrete. The evaluation of buildings’ exposure is made for two landslide event scenarios: one for shallow soil slips (with rupture surfaces depth < 1.5 m) and another one for deep-seated slides (with rupture surfaces depth > 1.5 m). The landslide susceptibility/hazard hotspots for both scenarios are assessed in a study area corresponding to four municipalities located in the northern sector of the Lisbon Metropolitan Area, Portugal. The landslide susceptibility models are based on a bivariate statistical method (Information Value) and on a dataset of eight independent variables assumed as predisposing factors for the occurrence of landslides: lithology, slope, curvature, aspect, slope/contribution area ratio, topographic position index (TPI), soil type and land use. The validation procedures include the computation of ROC curves and the calculation of AUROC. Landslide susceptibility and buildings’ exposure are presented as probabilities at the basic census unit scale. Results combine the probability of occurrence of a landslide with the probability of having a building of a certain type potentially affected by a landslide, for the two landslide event scenarios.

Finally, potential losses on buildings are assessed from exposure and damage on buildings caused by landslides in the past.

Acknowledgements:

This work was financed by national funds through FCT—Portuguese Foundation for Science and Technology, I.P., under the framework of the project BeSafeSlide—Landslide Early Warning soft technology prototype to improve community resilience and adaptation to environmental change (PTDC/GES-AMB/30052/2017) and by the Research Unit UIDB/00295/2020. Pedro Pinto Santos is funded by FCT through the project with the reference CEEIND/00268/2017.

How to cite: Oliveira, S. C., Melo, R., Alves, C., Rocha, J., Garcia, R. A. C., Tavares, A., Zêzere, J. L., Pereira, S., Santos, P. P., Morgado, P., and Costa, N.: Assessment of buildings exposure and potential losses to landslides based on census data, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18953, https://doi.org/10.5194/egusphere-egu2020-18953, 2020.

EGU2020-13661 | Displays | NH3.10 | Highlight

Modelling societal landslide risk in Italy

Mauro Rossi, Fausto Guzzetti, Paola Salvati, Marco Donnini, Elisabetta Napolitano, and Cinzia Bianchi

Landslides cause every year worldwide severe damages to the population. A quantitative knowledge of the impact of landsliding phenomena on the society is fundamental for a proper and accurate assessment of the risk posed by such natural hazards. In this work, a novel approach is proposed to evaluate the spatial and temporal distribution of societal landslide risk from historical, sparse, point information on fatal landslides and their direct human consequence.s (Rossi et al., Accepted). The approach was tested in Italy, using a detailed catalogue listing 5571 fatalities caused by 1017 landslides at 958 sites across Italy, in the 155-year period 1861 – 2015. The model adopting a Zipf distribution to evaluate societal landslide risk for the whole of Italy, and for seven physiographic and 20 administrative subdivisions of Italy. The model is able to provide estimates of the frequency (and the probability) of fatal landslides, based on the parameters, namely (i) the largest magnitude landslide F, (ii) the number of fatal events E, and (iii) the scaling exponent of the Zipf distribution s, which controls the relative proportion of low vs. large magnitude landslides. Different grid spacings, g and circular kernel sizes, r were tested finally adopting g = 10 km and r = 55 km. Using such geometrical model configuration, the values of the F, E and s parameters were derived for each grid cells revealing the complexity of landslide risk in Italy, which cannot be described properly with a single set of such parameters. Based on such modeling configuration. This model configuration allowed to estimate different risk scenarios for landslides of increasing magnitudes, which were validated checking the anticipated return period of the fatal events against information on 130 fatal landslides between 1000 and 1860, and eleven fatal landslides between January 2016 and August 2018. Despite incompleteness in the old part of the record for the low magnitude landslides, and the short length and limited number of events in the recent period 2016 – 2018, the anticipated return periods are in good agreement with the occurrence of fatal landslides in both validation periods. Despite the known difficulty in modelling sparse datasets, the proposed approach was able to provide a coherent and realistic representation and new insight on the spatial and temporal variations of societal landslide risk in Italy.

How to cite: Rossi, M., Guzzetti, F., Salvati, P., Donnini, M., Napolitano, E., and Bianchi, C.: Modelling societal landslide risk in Italy, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13661, https://doi.org/10.5194/egusphere-egu2020-13661, 2020.

EGU2020-20960 | Displays | NH3.10

Deadly coastal landslides and increased risk due to severe climatic events

Ubydul Haque, Paula F. da Silva, and Arezoo Soltani

Deadly landslides are becoming more frequent and disruptive with increasingly severe weather events associated with a changing climate. These changes are putting coastal slopes under stress due to extreme climatic events that contribute to their instability by two processes: due to intense rainfall and also to important storm waves that rise to unusual heights in coastal areas affected by atmospheric depressions. This study was conducted in 83 coastal locations to investigate the climate-induced extreme rainfall, population density and detect the role of severity of hurricane/cyclone where deadly landslides reported worldwide since 1995 to 2018. The global landslide database was used to locate and analyze sea cliffs already under stress where deadly landslides are reported. The analysis was conducted using R (ver 3.5.1) and ArcGIS (ver 10.4.1) software. Population distribution, the severity of hurricanes/ cyclones and extreme rainfall proved the strongest predictor of deadly landslides in coastal areas particularly in the Caribbean and Southeast Asian countries. This research will help improve resilience and forecast future erosion and hot spots for cliff retreat and will contribute not only to our understanding of landslide processes associated with extreme weather events but will also enlighten decision-makers and help them manage the coastal changes in the near future.

How to cite: Haque, U., da Silva, P. F., and Soltani, A.: Deadly coastal landslides and increased risk due to severe climatic events, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20960, https://doi.org/10.5194/egusphere-egu2020-20960, 2020.

EGU2020-7361 | Displays | NH3.10

Does climate change influence the frequency of large rock slope failures?

Simon Loew, Nora Buehler, and Jordan Aaron

A large number of scientific contributions (e.g. BAFU 2017, Speicher 2017, Phillips et al. 2017, Ravanel et al. 2017, Haque et al. 2016) have suggested that many recent rock slope failures in the European Alps have been triggered by climate warming. For example, Huggel et al. 2012 and Fischer et al. 2012 could show that rock fall frequencies above 2000 masl increased significantly since 1990 at regional (Swiss Alps and adjacent areas) and local (Mont Blanc) scale, based on 52 events larger than 1000 m3 (PERMOS data base) covering the period 1900-2010. This increase in frequency could be correlated with a significant departure of mean annual temperature from the 1960–1990 average, based on a dataset describing conditions in Switzerland. Paranunzio et al. 2016 systematically studied the climatic conditions and anomalies occurring before 41 rock fall events in the Italian Alps with volumes of several hundred to several million m3. They show that positive and negative temperature anomalies triggered the majority of analysed rock fall events in a complex manner, but that melting of permafrost was clearly not the only rock fall trigger.

However, there have been no studies which systematically investigate changes in the frequency of rock fall events based on complete inventories covering a large range of rock fall volumes. To fill this gap, we have generated a new database for rapid rock slope failures in the Swiss Alps covering events larger than 100’000 m3 (Bühler 2019, BSc Thesis ETH 2019). This catalogue covers the period between 1700 and 2019 and includes 86 events with reliably estimated volume, date and location of occurrence, and pre-disposing factors (such as slope orientation, permafrost occurrence and geological setting). Volume-cumulative frequency plots of the events demonstrate completeness of the catalogue for all size classes, and significant changes in the ratios between large and small events through time.

An enhanced frequency of the volume class of 105 m3 (100’000-999’000 m3) is observed starting from 1940, predominantly occurring in permafrost areas and elevations ranging between 2800 and 3200 masl. This increasing frequency signal with time disappears for increasing volumes beyond a magnitude of about 400’000 m3 and is clearly absent for very large rock slope failure of millions to tens of millions of m3.

The volume dependence of climate sensitivity can be physically explained, as larger volume slope failures tend to have deeper failure surfaces. Typical failure depth for multi-million m3 slope failures in crystalline rocks are up to a few 100 meters, and beyond the depth of Alpine permafrost. Direct impacts of surface temperature changes on permafrost are mainly manifested through a minor thickening of the active layer, typically ranging between 1 and 10 meters, but indirect effects at the depth range of decameters (i.e. the depth of failure surfaces for events of the 105 m3 class) have been assessed and demonstrated in a large number of studies.

How to cite: Loew, S., Buehler, N., and Aaron, J.: Does climate change influence the frequency of large rock slope failures?, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7361, https://doi.org/10.5194/egusphere-egu2020-7361, 2020.

EGU2020-10175 | Displays | NH3.10

The fast evolution of the Tazones Lighthouse landslide (N Spain): multidisciplinary 3D monitoring between 2018 and 2019

María José Domínguez-Cuesta, Pelayo González-Pumariega, Pablo Valenzuela, Carlos López-Fernández, Fernando Herrera, Manuel Mora, Mónica Meléndez, Miguel Ángel Marigil, Carlos Espadas, José Cuervas-Mons, Luis Pando, and Montserrat Jiménez-Sánchez

The Tazones Lighthouse landslide is an active mass movement affecting a stretch of the Cantabrian Coast (N Spain), characterized by the presence of almost vertical rocky cliffs developed on Jurassic rocks. The area is being monitored since 2018 when irreversible structural damages appeared in a building located in the surroundings of the lighthouse because of the fast evolution of the landslide.

 

On June 2018, the first 24 topographic marks were installed by the COSINES Project researchers and 10 more were set up on December of that year, after the appearance of new cracks. Since then, monthly monitoring campaigns have been carried out by total station to gauge the displacement of the 34 mentioned marks and 4 additional control points. One of the control marks was lost, between January and February 2019, due to the fast evolution of the movement. Monitoring has been complemented by the elaboration of detailed digital terrain models through drone flights carried out in November 2018 and November 2019. In addition, precipitation data registered on the rainfall gauges of the surroundings have been collected.

 

This contribution presents the recent fast evolution of the Tazones Lighthouse landslide, affecting an area about 70.000 m2 and characterized by relevant horizontal and vertical displacements. Since the beginning of the 3D monitoring, the 50% of the marks have moved more than 1 meter and 34% of them have moved more than 2 meters, one of them exceeding 14 meters of displacement.

The detailed digital terrain models have allowed quantifying the volume of mobilized mass over a year from the main head of the movement, located 110 meters above sea level. Moreover, the comparison of these data with precipitation records has led to relate the evolution of the displacement with the rainfall, being able to establish a very good correlation between precipitation distribution and movement acceleration.

How to cite: Domínguez-Cuesta, M. J., González-Pumariega, P., Valenzuela, P., López-Fernández, C., Herrera, F., Mora, M., Meléndez, M., Marigil, M. Á., Espadas, C., Cuervas-Mons, J., Pando, L., and Jiménez-Sánchez, M.: The fast evolution of the Tazones Lighthouse landslide (N Spain): multidisciplinary 3D monitoring between 2018 and 2019, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10175, https://doi.org/10.5194/egusphere-egu2020-10175, 2020.

The riverbank landslide is considered as the major sediment supply in the watershed. It mostly due to the river flows erode the foot of the riverbank, which makes the slope unstable. This study focused on the watershed susceptibility analysis of the riverbank landslide in the Chenyulan watershed. The Logistic regression method was used to establish the landslide susceptibility model not only with the topography, geological and anthropic factors, but also with the hydraulic factors including the hydraulic Sinuosity index, channel gradient, and concave-or-convex bank. The study areas were classified into four regions, according to the river-bed slope and confluence of rivers. The effects of the hydraulic factors on the model results were investigated. In the upstream region with mild topographic slope, the landslides were found to be dominated by the topography factors. The area under the curve (AUC) value of the model was 74.2%. In the upstream region with steep topographic slope, the steep hillslopes and the channel erosion of the concave bank produced a high weight of concave-or-convex bank in the model. The developed model exhibited an increased AUC value of 77.2%. In the downstream region, the lateral erosion of the channel increased the weights of hydraulic sinuosity index and channel gradient in the model. The developed model exhibited high area under the curve (AUC) value of 89.2%. The hydraulic factors increased the predictive performance of the model considerably.

Keyword: Riverbank, Hydraulic factors, Logistic regression

How to cite: Hong, X.-Z., Chen, P.-A., and Chan, H.-C.: Investigate the Influence of Hydraulic Factors on Landslide Susceptibility of Riverbank for the Chenyulan watershed, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6598, https://doi.org/10.5194/egusphere-egu2020-6598, 2020.

EGU2020-18520 | Displays | NH3.10 | Highlight

Characterising landslide processes using limited data: case study on East Sikkim, India

Renée Heijenk, Bruce Malamud, Claire Dashwood, Joanne Wood, Christian Arnhardt, and Helen Reeves

Landslide domains are a useful tool for characterising and subdividing a region into homogenous units reflecting the style of landsliding, which is controlled by the environmental characteristics (e.g. geology, relief). Landslide domains can provide a framework for the application of landslide knowledge obtained from a data-rich area across areas within the domain that are less data rich but have similar environmental characteristics. We have constructed landslide domains for East Sikkim using a landslide inventory, geology, relief and expert-based knowledge of landslide processes in the region. First, we catalogued landslide processes in East Sikkim using peer-reviewed literature, supplementing this with the mapping of over 450 translational landslides and debris flows in Google Earth through visual analysis utilising process knowledge from the catalogue. Several dozens of old landslides were mapped with stereographic analysis of four Cartosat-1 stereo pairs (90 km2) captured in March and December of 2011. Morphometric maps were constructed from Aster GDEM. Finally, the driving environmental characteristics for each process have been determined via statistical analyses to inform expert-driven construction of the landslide domains. We find that landslide domains explain landslide processes in East Sikkim well, but they may be limited by the amount of data that is available. The construction of landslide domains is flexible and can be applied to many different areas. Future work includes the testing of large-scale regions and inclusion into susceptibility models, where we hope that they will facilitate the construction of more accurate and representative susceptibility maps.

How to cite: Heijenk, R., Malamud, B., Dashwood, C., Wood, J., Arnhardt, C., and Reeves, H.: Characterising landslide processes using limited data: case study on East Sikkim, India, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18520, https://doi.org/10.5194/egusphere-egu2020-18520, 2020.

EGU2020-11304 | Displays | NH3.10

Altitude as an indicator of biased sampling design in landslide prediction

Andrei Dornik, Lucian Drăguț, Takashi Oguchi, Yuichi Hayakawa, and Mihai Micu

Variables related to terrain morphology are widely used and have proven particularly effective in landslides detection as well as susceptibility modelling. Altitude has often been found as one of the main predictors in landslide modelling, although it does not have clear conceptual or empirical justification as predisposing factor. As most other land-surface variables are derived from it, altitude might be just a surrogate for more meaningful predictors in a statistically-based landslide modeling. For instance, altitude might replace curvature simply because convexities tend to occur in upper parts of a landscape, while concavities are associated with lower altitudes. Our work intends to examine the hypothesis that altitude points out issues in sampling design when appears as a main predictor in landslide modeling. The tests were conducted in two study areas, one in the Buzău County, Romania and the other in the Shizuoka Prefecture, Japan, with landslide inventories available. Two sampling designs were tested in each study area: random sampling over the entire study area (random point allocation within each landslide scarp polygon and the same number of points randomly created outside landslide scarp area, as absence data), and stratified random sampling based on lithological strata. Following stratified random sampling based on lithological homogeneity, three study areas in Buzau and two in Japan resulted.  Variable importance analysis and prediction of landslide scarp were conducted with Random Forest (RF) on databases with presence/absence of landslide scarp and associated values of 14 terrain variables. The results of variable importance analysis showed that variable hierarchy changed significantly when using lithological stratified sampling. In the random sampling scenario, altitude showed as the second most important landslide predictor in both study areas. In four out of five cases, the lithologically stratified random sampling led to decrease of altitude importance as landslide predictor, in two cases altitude even being one of least important variables. The results of model performance metrics showed that in four out of five cases the lithologically stratified random sampling significantly improved the prediction. In both areas in Japan, all four metrics show improvement of lithological stratified sampling over random sampling, by 6 and 4 % for AUC, 3% for OOB, 3 and 5 % for OA, and 6 and 10 % for Kappa, respectively. We conclude that landslide modeling is sensitive to lithological homogeneity and the presence of altitude as an important predictor could indicate a bias in the sampling design.

How to cite: Dornik, A., Drăguț, L., Oguchi, T., Hayakawa, Y., and Micu, M.: Altitude as an indicator of biased sampling design in landslide prediction, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11304, https://doi.org/10.5194/egusphere-egu2020-11304, 2020.

EGU2020-2105 | Displays | NH3.10

Comparing methods of landslide data acquisition for landslide susceptibility and hazard assessments

Hugh Smith, Raphael Spiekermann, Harley Betts, and Andrew Neverman

Storm events that trigger hundreds to thousands of shallow landslides in New Zealand’s hill country are associated with significant costs in terms of damage to land and infrastructure, agricultural losses and impacts on freshwater environments. To reduce the impacts of these landslide events, we require finer-resolution landslide susceptibility and hazard information to support improved targeting of mitigation measures that increase landscape resilience to storm impacts. The acquisition of landslide data for susceptibility and hazard assessments is a significant challenge given the typical size of affected areas and the number of landslides generated. This often prevents comprehensive mapping of storm-impacted areas, restricting the development of event-based landslide inventories due to the time and costs involved. Moreover, individual landslide source areas (scars) are typically small (approximately 50-100 m2 in median scar size). As a result, we require high-resolution imagery to enable 1) accurate detection of individual landslide features and 2) separation of landside scar and debris deposits for use in landslide susceptibility and hazard modelling.

Here, we compare manual and semi-automated methods for acquiring event-based landslide data and test sensitivity of three statistically-based landslide susceptibility models (logistic regression, neural network and random forest) to data acquisition method. Mapping focused on two high-magnitude storm events with maximum estimated recurrence intervals of 20 and 250 years using before and after high-resolution (<0.5 m) satellite or aerial imagery for the 175 and 178 km2 study areas located on the North Island of New Zealand. Separate landslide inventories were prepared based on 1) manual mapping of all landslide initiation points and 2) semi-automated object-based image analysis (OBIA) mapping of landslide scar polygons within each study area.

We compare predictive performance between landslide inventories for the three models and their spatial predictions of landslide susceptibility. Our results highlight the challenges associated with semi-automated landslide detection over large areas where Producer’s and User’s accuracies ranged 57-76 and 50-61%, respectively, based on the number of OBIA-mapped landslide scars intersecting with a random sample of manually-mapped scars. Despite these levels of mapping accuracy, the mean area under receiver operating characteristic (ROC) curves was reduced on average by only 10% based on k-fold cross-validation using OBIA-mapped landslide scars compared to manual inventories. This suggests that landslide susceptibility analyses may be relatively insensitive to moderate classification error in semi-automated mapping when using large landslide inventories (here >7000 scars per study area) with high spatial densities. With growing demand for regional to national-scale quantitative information on landslide susceptibility and hazard that requires event-based data collection spanning a range in storm magnitudes, we see potential for semi-automated methods to complement manual methods of landslide data acquisition. This represents a balance between the amount of landslide data acquired, mapping accuracy, acquisition cost, and the resulting quality of landslide susceptibility and hazard assessments.

How to cite: Smith, H., Spiekermann, R., Betts, H., and Neverman, A.: Comparing methods of landslide data acquisition for landslide susceptibility and hazard assessments, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2105, https://doi.org/10.5194/egusphere-egu2020-2105, 2020.

The landslide development laws vary in different landslide-prone areas, hence the susceptibility models often perform in varied ways in different regions. Due to the periodic regulation of reservoir water level, a large number of landslides occur in the Three Gorges Reservoir area (TGRA). These landslides seriously threaten the safety of local residents and their property. It is crucial to find the model that can generate a landslide susceptibility map with higher accuracy in the TGRA. The main objective of this study was to explore the preference of machine learning models for landslide susceptibility mapping in the TGRA.

The Wushan segment of TGRA was selected as a case study, which is located in the middle reaches of the TGRA, the southwest of China. In this study, 165 landslides were identified and 14 landslide causal factors were constructed from different data sources at first, including altitude, slope, aspect, curvature, plan curvature, profile curvature, stream power index, topographic wetness index (TWI), terrain roughness index, lithology, bedding structure, distance to faults, distance to rivers, and distance to gully. Subsequently, multicollinearity analysis and information gain ratio model were applied to select landslide causal factors. After removing five factors (altitude, TWI, profile curvature, plan curvature, curvature), the landslide susceptibility mapping using the calculated results of four models, which were support vector machines (SVM), artificial neural networks, classification and regression tree, and logistic regression. Finally, the accuracy of the four models was evaluated and compared using the accuracy statistic methods and the receiver operating characteristic (ROC). The results of accuracy analysis showed that the SVM model performed the best. At the same time, the SVM performance behavior for susceptibility modelling in other areas were collected. In these regions, the accuracy of SVM was always larger than 0.8. We could see that SVM performed acceptably in different regions, and thus it can be used as a recommended model in TGRA and other landslide-prone regions.

In this study area, a total of 62% of the landslides were within 300 m from the Yangtze River, and the distance to rivers was the most important factor. The impoundment of the TGRA impacted the landslide development in three aspects: (1) the long-term immersion of reservoir water gradually reducing the strength of rock (soil) at the saturated zone (mostly near the Yangtze river), reducing the resistance force of landslide; (2) the strong dynamic action of water enhancing the lateral erosion on the bank slope, changing the slope shape, and thus reducing the slope stability; (3) the periodic fluctuation of the reservoir water making the self-weight, static, and dynamic water pressure of the landslide change, which could increase the resistance force or reduce the sliding force of the landslide and even cause overall instability and damage. Hence, in order to reduce the losses caused by landslides in TGRA, we should pay more attention to the early warning of reservoir bank landslides.

How to cite: Yu, L., Wang, Y., and Zhang, Y.: Landslide Susceptibility Mapping Combining Information Gain Ratio and Support Vector Machines in the Three Gorges Reservoir Area, China, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12379, https://doi.org/10.5194/egusphere-egu2020-12379, 2020.

Himalayan Terrain is highly susceptible to landslide events triggered by frequent earthquakes and heavy rainfall. In the recent past, cloud burst events are on rising, causing massive loss of life and property, mainly attributed to climate change and extensive anthropogenic activities in the mountain region as experienced in case of 2013 Kedarnath Tragedy. The study aimed to identify the potential landslide hazard zone in Mandakini valley by utilizing different types of data including Survey of India toposheet, geological (lithological and structural) maps, IRS-1D, LISS IV multispectral and PAN satellite sensor data and field observations. Relevant 18 thematic layers pertaining to the causative factors for landslide occurrences, such as slope, aspect, relative relief, lithology, tectonic structures, lineaments, LULC, NDVI, distance to drainage, drainage density and anthropogenic factors like distance to road, have been generated using remote sensing images, field survey, ancillary data and GIS techniques.  A detailed landslide susceptibility map was produced using a logistic regression method with datasets developed in GIS. which has further been categorized into four landslide susceptibility zones from high to very low. Finally, the receiver operating characteristic (ROC) curve was used to evaluate the accuracy of the logistic regression analysis model. ROC curve analysis showing an accuracy of 87.3 % for an independent set of test samples. The result also showed a strong agreement between the distribution of existing landslides and predicted landslide susceptibility zones. Consequently, this study could serve as an effective guide for further land-use planning and for the implementation of development.

How to cite: Das, S.: GIS-based Landslide Susceptibility Mapping Using Logistic Regression Analysis: A Case study in the Kadernath valley, Central Himalaya. , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8042, https://doi.org/10.5194/egusphere-egu2020-8042, 2020.

Landslides are an important component in the formation of the slope sediment flux of the sediment discharges of mountain rivers. In this regard, assessing the likelihood of their formation is an important task. The territory of the Russian ski resort Krasnaya Polyana (the Mzymta River basin) is subject to active landslide processes, including due to increased anthropogenic activity during the preparations for the 2014 Winter Olympics. The resort continues to develop actively after the Winter Olympics. The construction of new facilities continues recently including on potentially landslide slopes. When designing objects, the engineering and geological substantiation of the project is carried out. However, modeling of the landslide risk is not performed at all. We undertaken such a simulation on an area of ​​1,500 square kilometers, including the villages of Krasnaya Polyana and Estosadok and the resort of Rosa Khutor. The study area covers the Mzymta River Valley, the Laura River and their small tributaries, as well as the slopes of the Aibga and Psekhako Ranges. For forecasting, we used the landslide distribution scheme (part of the geomorphological map of the territory with landslide destruction walls) created by one of the co-authors in 2008. Various “classic” morphometric variables (calculated by SAGA GIS) were applied for prediction. In total, 66 different variables were used, both standard for such forecasting (bias, aspect, flow accumulation), and less commonly used (topographic openness, etc. ). In addition, the spectral characteristics of the terrain were used: the result of DEM decomposition into a two-dimensional Fourier series on a moving window. These variables characterize the topographic pattern within a sliding window of different sizes minus the linear trend of elevation. The prediction of the danger of a landslide was made for three variants: only by “classical” variables, only by spectral variables and by all variables combined. Due to the small amount of input data, the accuracy of the obtained models was estimated by cross-checking without dividing the data into training and test samples. The final accuracy in the first case was 64%, in the second case - 69%, in the third case - 73%. The spectral characteristics of the terrain can enhance the predicted potential of landslide susceptibility models using DEM.

This study was funded by the Russian Science Foundation, project no. 19-17-00181.

How to cite: Shvarev, S., Golosov, V., and Kharchenko, S.: Landslide susceptibility prediction by supervised Kohonen network on classic and spectral geomorphometric variables (case study of the Krasnaya Polyana resort, Russia), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20234, https://doi.org/10.5194/egusphere-egu2020-20234, 2020.

EGU2020-15239 | Displays | NH3.10

A Global Landslide Non-Susceptibility Map: variation and applicability

Guoqiang Jia, Massimiliano Alvioli, Stefano Gariano, Fausto Guzzetti, Qiuhong Tang, and Ivan Marchesini

Areas non susceptible to landslides are regions where landslides are not expected, or where susceptibility is negligible. Thus they can provide new insights into landslide hazard assessment and land use management and can be targeted as areas for urban planning and dwelling. Non-susceptible landslide areas can be determined with substantially less information as compared with landslide susceptibility. Previous works in Italy and the Mediterranean region and in the USA showed that only morphometric information is needed to distinguish non-susceptible landslide areas. We used 90-m digital terrain data (SRTM DEM V4.1) to calculate global slope and relief maps, and applied globally the quantile non-linear (QNL) model previously obtained in Italy. We define the output map a global landslide non-susceptibility map (GLNSM).  The QNL model is a relationship between terrain relief and slope based on an Italian landslide inventory dataset with high completeness and accuracy. Results indicate that 82.89% of the landmasses are non-susceptible areas across the globe, which is more than the percentage of non-mountainous areas (73.6% based on GEO-GNOME). We further considered GLNSM in relation to global climate, elevation, geology, land use, precipitation and seismicity classifications. High percentage (more than 85.0%) of non-susceptible areas are detected in the tropical and arid, flat (low than 500 m), sedimentary, artificial and high vegetated, less rainy (less than 400 mm per year) and seismicity inactive (less than 0.4) regions. Our results of GLNSM was also validated with some well-represented regional landslide inventory datasets, for which we used four national (Austria, China, Ireland and USA) datasets and nine regional (Arizona, Missouri, Oregon, Utah and Washington in USA, Guangdong and Yunnan in China, and Koshi river region in Nepal) datasets. Applicability of GLNSM reveals that 0.7% of non-susceptible areas are covered by artificial structures, about three times of that in susceptible areas (i.e., not non-susceptible areas), while population density of non-susceptible areas are about twice of that in susceptible areas. About 90.5% of population resides in the non-susceptible areas.

How to cite: Jia, G., Alvioli, M., Gariano, S., Guzzetti, F., Tang, Q., and Marchesini, I.: A Global Landslide Non-Susceptibility Map: variation and applicability, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-15239, https://doi.org/10.5194/egusphere-egu2020-15239, 2020.

EGU2020-890 | Displays | NH3.10

Temporal trends and controlling factors of fatal landslides in Turkey

Seckin Fidan and Tolga Gorum

Landslides are one of the geomorphological hazards that cause significant human, economic and natural losses worldwide and in Turkey as well. In general, landslides triggered by natural factors such as earthquakes, heavy rainfall and snow melting, or human activities cause a large number of casualties. Knowing the precise number of deaths caused by landslides and their spatial and temporal distributions will facilitate a better understanding of the losses and damages, and further to prevent and minimize the damages caused by this type of disasters. In this respect, reliable historical inventories, including past landslide events, are crucial in understanding the future landslide hazards and risks. In this study a new data set of landslides that caused loss of life in the 90-year period from 1929 and 2019 has been compiled, providing new insight into the impact of landslides for Turkey, which is Europe's topmost deadly country.

The new archive inventory indicates that in the 90-year period a total of 1343 people lost their lives across the region in 389 landslide events in Turkey between 1929 and 2019. The distribution of the fatal landslides is highly varied and concentrated in two distinct zones along the Eastern Black Sea Region and Istanbul mega-city. Our analysis suggests that on a country scale the mapped factors that best explain the observed distribution are topographic relief and gradient, annual precipitation and population density. Temporal trend analysis reveals a significant rise in the number of deadly landslides and hotspots across the studied period was observed. The detailed analysis showed that the control factors of landslides caused by different triggering mechanisms (i.e., natural and anthropogenic) also vary. The landslides of natural trigger origin are concentrated in areas with high topographic relief and slope values, whereas those triggered by anthropogenic factors are concentrated in areas with low topographic relief and slope values. While the slope values were 10.5° in the areas where all the fatal landslides occurred, these values were 14.5° for natural landslides and 8° for anthropogenic landslides. In the areas where landslides triggered by natural factors, the average topographic relief is approximately 600 meters higher than the landslides of anthropogenic origin. Moreover, we observed that fatal landslides have not triggered during the seasonal rainy period, but rather caused by sudden and heavy torrential rainfall during the summer period when the average annual rainfall is low. Fatal landslides triggered by natural factors are concentrated in the Eastern Black Sea section and occur on the Upper Cretaceous and Lower-Middle Eocene volcanics classified as median volcanic rocks with an average thickness of ten meters. The landslides on these lithological units are shallow landslides, which occur mainly a few meters above the regolithic zone, where chemical weathering is severe in this area. Fatal landslides of anthropogenic origin occur in urban and metropolitan centers where human activity is high due to infrastructure and construction works, and they are predominantly corresponding with areas where the topographic relief difference is low.

How to cite: Fidan, S. and Gorum, T.: Temporal trends and controlling factors of fatal landslides in Turkey, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-890, https://doi.org/10.5194/egusphere-egu2020-890, 2020.

The project Inform@Risk, a collaboration of German and Colombian Universities and Institutes funded by the German government, aims to install a landslide early warning system in the informal settlements in Medellín, Colombia. In the recent past the city has suffered from multiple landslides, some of them with up to 500 casualties. The informal settlements in the steep slopes at the city borders grow rapidly, which destabilizes the ground and complicates the installation and operation of an early warning system. Therefore, key goal of the project is to include the community in the process of the development of the early warning system.

Medellín is embedded in the Aburrá Valley in the Cordillera Central of the Andes. The region around the city consists of different triassic and cretaceous metamorphic rocks and magmatic batholites and plutonites. Especially the north-eastern slope is prone to landslides, as it is very steep and made up of a deep cover of soil over highly weathered dunite rock.

During the first field trip, carried out in August 2019, former landslide areas were located, and ERT-measurements were conducted at the study site Bello Oriente in the northeast of Medellín. After a first evaluation of the findings, the soil cover seems to be over 50 m high in the middle of the slope, which indicates a deep-seated landslide, that might have been moving downhill very slowly for thousands of years. The more dangerous landslides however, which are much faster, are the shallow ones on the surface. These landslides can appear on top of each other and are distributed across the whole study area but are most concentrated between and above the last houses of the barrio. During a second field campaign in 2020, the ERT-profiles will be calibrated and complemented by drillings and the hazard map will be completed accordingly.

How to cite: Breuninger, T., Gamperl, M., and Thuro, K.: Hazard assessment of landslide-prone areas on highly weathered dunite rock in Bello Oriente, Medellín, Colombia (Project Inform@Risk), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5582, https://doi.org/10.5194/egusphere-egu2020-5582, 2020.

EGU2020-15993 | Displays | NH3.10

Landslide hazard in the Abruzzo area (Central Italy): case studies of different types of landslides in different environments and morphostructural domains.

Giorgio Paglia, Cristiano Carabella, Carmela Epifani, Gianluca Esposito, Massimiliano Fazzini, Vania Mancinelli, and Enrico Miccadei

The Abruzzo Region (Central Italy) is largely affected by landslide phenomena, widespread from the mountainous to the coastal areas. The area is located in the central-eastern part of the Italian peninsula and it is framed in a complex geological and geomorphological framework, closely connected to the combination of endogenous (morphotectonics) and exogenous processes (slope, fluvial, karst and glacial processes). Landslide phenomena are linked to the interaction of geological, geomorphological, and climatic factors (instability factors) in response to trigger mechanisms, mostly represented by heavy rainfall events, seismicity, or human action. This work illustrates the results of multidisciplinary analyses carried out in the Abruzzo area in recent years, in different physiographic and geomorphological-structural contexts (chain, foothills, fluvial, and coastal areas). These analyses are based on the combination of classic and advanced methods, including morphometric analysis of the topography and hydrography, detailed geological and geomorphological field mapping, geostructural analysis, photogeological analysis, supported by stability analysis and 2D/3D numerical modeling. Five case studies are representative of the main active geomorphological processes affecting different environments and morphostructural domains, with reference to the predisposing and/or triggering factors. The main landslide cases analyzed and discussed in this work consist of: debris flow and rockfalls in a mountain area, widely altered by wildfire events (Montagna del Morrone case); complex landslides systems in the foothills, characterized by a very rough topography documenting the activity of long-term landslide processes (Ponzano and San Martino sulla Marrucina cases); sliding and complex landslides (topples and rockfalls) in fluvial and coastal areas, following a heavy snow precipitation event and a moderate seismic sequence (Castelnuovo di Campli case) and induced by episodic and localized cliff recession processes combined with wave-cut and gravity-induced slope processes (Abruzzo rock coast cases). The work outlines the importance of combining geological and geomorphological approaches with integrated detailed analysis of field and laboratory data to characterize morphology, bedrock features, structural features and jointing, superficial continental deposits, and landforms distribution. This allows supporting large-scale analyzes to evaluate hazard and risk posed by different types of landslides with different magnitudes in different environments. This work could represent an effective integrated approach in geomorphological studies for landslide hazard modeling at different spatial scales, readily available to interested stakeholders.  Furthermore, it could provide a scientific basis for the implementation of sustainable territorial planning, emergency management, and loss-reduction measures.

How to cite: Paglia, G., Carabella, C., Epifani, C., Esposito, G., Fazzini, M., Mancinelli, V., and Miccadei, E.: Landslide hazard in the Abruzzo area (Central Italy): case studies of different types of landslides in different environments and morphostructural domains., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-15993, https://doi.org/10.5194/egusphere-egu2020-15993, 2020.

EGU2020-1719 | Displays | NH3.10

Landslide hazard zone mapping using Information Value model: the case of Gidole Landslide, Southern Ethiopia

Filagot Mengistu Walle, Karuturi Venkata Suryabhagavan, Tarun Raghuvanshi, and Elias Lewi

Landslide hazard is becoming serious environmental constraints for the developmental activities in the highlands of Ethiopia. With the current infrastructure development, urbanization, rural development, and with the present landslide management system, it is predictable that the frequency and magnitude of landslide and losses due to such hazards would continue to increase. In the present study landslide hazard zone mapping were carried out in and around Gidole Town in Southern Ethiopia. The main objective of the study was to map landslide hazard zone using Information Value Bi-variant statistical model.  For landslide hazard zonation of the study area six causative factors namely; aspect, slope angle, elevation, Lithology, Normalized Deference Vegetation Index (NDVI) and land-use and land-cover were considered. The landslide inventory mapping for the present study area was carried out through field observations and Google Earth image interpretation. Later, Information value was calculated based on the influence of causative factors on past landslide. The distribution of landslide over each causative factor maps was obtained and analyzed. Weights for the class with in these causative factor maps was obtained using information value model. Distribution of landslide in the study area was largely governed by aspect of southwest facing, slope angel of 30-45o, elevation of 1815–2150m, NDVI of 0.27−0.37, Lithology of colluvial deposit and land-use and land-cover of agricultural land. The landslide hazard zonation map shows that 78.38km2 (36.3%) area fall within very low hazard (VLH) zone, 72.85km2 (34.2%) of the area fall within low hazard (LH) zone, 12.78 km2 (6.6%), 32.72 km2 (15.4%) and 15.89 km2 (7.5%) of the area falls into very high hazard (VHH), high hazard (HH) and moderate hazard (MH), respectively. Further, validation of LHZ map with past landslide inventory data shows that 92.3% of the existing landslides fall in very high hazard (VHH) and high hazard (VHH) zone. Thus, it can safely be concluded that the hazard zones delineated in the present study validates with the past landslide data and the potential zone depicted can reasonably be applied for the safe planning of the area.

Key words: Landslide, Gidole, Landslide hazard zone, Information Value model

How to cite: Walle, F. M., Suryabhagavan, K. V., Raghuvanshi, T., and Lewi, E.: Landslide hazard zone mapping using Information Value model: the case of Gidole Landslide, Southern Ethiopia, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1719, https://doi.org/10.5194/egusphere-egu2020-1719, 2020.

EGU2020-12372 | Displays | NH3.10

Landslide Characteristics and Societal Impacts of Roadside Towns along Sino-Nepal Transportation Corridor: A Case of Kathmandu-Kyirong Highway

Susmita Dhakal, Peng Cui, Li-jun Su, Chandra P. Rijal, Biren Ghatri Chhetri, and Anil Regmi

Kathmandu-Kyirong highway, forced to bear recurrent mass failures, is currently the most important Sino-Nepal land route that built in difficult terrain of high tectonic belt, and extreme weather and climate system. Besides, young and weak geological settings and ongoing developmental activities further increase the frequency of landslide hazard. This route is also under the plan of upgrading not only as a high grade highway but also a strategic transboundary railway line. We mapped mass failure events of fifteen years (2004 to 2018) using multi-temporal high resolution satellite images and field investigation to analyze characteristics of landslides. Key informant interview (40), focus group discussion (5) and questionnaire survey (296) were done amongst residents of 8 on-road towns for the societal impact assessment. Four thousands five hundred and seventy seven landslides (31.68 km2) were mapped within the transportation corridor of 1682.5 km2. Mass failures of continuous activation for different time periods were of 6.3 km2 area. The density of landslides is high in late Paleozoic and pre-Cambrian lithological formations. Landslide occurrences were increased with incremental slope and relative relief.  In steep slopes rock falls were dominant. Southern slopes that receive more solar radiation and rainfall have more mass failures.  Most of the landslide events occurred in grassland, bushes and barren land. The runout that reached to the river system was 0.5% of the total failures. Stream proximity has shown reverse relation with land sliding, whereas distance from road has positive relation. It happened because most of the roads are in urban and sub-urban areas of flat landscape with few connections to mountainous belt. The epicenter proximity has also shown negative relationship with slope failures. Pre and post-quake events were increased with annual normal rainfall amount up to 3,000mm. Then slope failure started decreasing. In case of co-seismic landslides of 2015 Gorkha Nepal earthquake, the rainfall has negative influence because the earthquake event itself had occurred before the monsoon begun. Six major sectors – mobility of people, transportation of goods, health and education facilities, price hike and shortage of goods, tourism or other business loss, and   agriculture production and market access were identified as the most influenced sectors when road blocked by mass failures. Effect on agriculture production and market access is major in Ramche, Grang-Mulkharka and Mahadevbensi and reduction of tourists flow is dominant in Dhunche and Syabrubensi towns. Responders considered the constantly road blocking landslides in the past, co-seismic mass failures of 2015 tremor and landslides of 2018 while evaluating the impacts. Because of annual cycle of concentrated landslide incidences, town dwellers have developed a coping mechanism for road blockage time which includes operation of one way vehicles to avoid damaged area, carry goods by foot from nearby markets, mentally prepare themselves for daily mobility by walking, keep stock of goods, and proper savings for buying expensive stuffs in local shops during road blockage.

How to cite: Dhakal, S., Cui, P., Su, L., Rijal, C. P., Ghatri Chhetri, B., and Regmi, A.: Landslide Characteristics and Societal Impacts of Roadside Towns along Sino-Nepal Transportation Corridor: A Case of Kathmandu-Kyirong Highway, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12372, https://doi.org/10.5194/egusphere-egu2020-12372, 2020.

EGU2020-1983 | Displays | NH3.10

A Novel Framework for Landslide Risk Assessment in Mt. Umyeon, Korea

Ba-Quang-Vinh Nguyen, Seung-Rae Lee, and Yun-Tae Kim

This study developed a novel landslide risk assessment framework to analyze landslide risk in Mt. Umyeon, Korea. The proposed framework included four main procedures: (1) Landslide hazard analysis using an ensemble statistical and physical model, (2) Analysis of physical vulnerability from vulnerability curve, (3) Analysis of physical vulnerability from semi-quantitative approach, (4) Risk index calculation from the results of previous steps using a proposed equation. The results of each step were compared to real landslide events occurred in July 2011 at Mt. Umyeon, Korea to confirm the reliability of the proposed risk assessment framework. The risk maps also were compared to real landslide event and showed that the proposed framework was successful in assessment of landslide risk at Mt. Umyeon, Korea. The new concept in landslide risk assessment of this study provides reliable decision-making in landslide risk assessment and management.

How to cite: Nguyen, B.-Q.-V., Lee, S.-R., and Kim, Y.-T.: A Novel Framework for Landslide Risk Assessment in Mt. Umyeon, Korea , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1983, https://doi.org/10.5194/egusphere-egu2020-1983, 2020.

The Tibetan plateau (QTP) has the highest average elevation in the world. As the third pole in the world, it has the largest cryosphere system at low and mid latitudes. It is a sensitive area of climate change, and the climate change is more significant. Global climate change has led to higher temperatures and increased rainfall on the Tibetan Plateau. This will lead to changes in the frequency and pattern of geological disasters. This spatiotemporal change and its influencing factors are not clear, so we collected a total of 898 geological disasters in the QTP from 1905 to 2015. Then we process the data to obtain various meteorological indicators of the QTP and combine them with the changes in the distribution of disaster points. Furthermore, the distribution pattern of the disaster points with the spatiotemporal changes of slope, altitude, precipitation and temperature is obtained. Statistics on the disaster data corresponding to each meteorological index are then made. Through the analysis of the distribution map and the statistical results of the data, the correlation between the occurrence of geological disasters and each element is obtained. The disaster points are superimposed with multiple influencing factors, and the influence of multiple factors on the distribution of geological hazards is discussed. The results showed that geological disasters have gradually expanded from the traditional high-incidence area of southern and eastern edges to the interior. The frequency of disasters in high altitude areas is increasing, and gradually extended from the rainy season to the non-rainy season.

How to cite: Jia, Y.: The evolution trend of geological disasters over spatial and temporal in the context of global warming —— taking the Qinghai-Tibet Plateau as an example , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4377, https://doi.org/10.5194/egusphere-egu2020-4377, 2020.

EGU2020-6110 | Displays | NH3.10

Microgravity Methods to Characterize the karst structures in north-western Algeria

Fatma Khaldaoui, Abdesslam ABTOUT Abtout, Hayet Bouguerra, and Ibtissem Hedjazi

A gravimetric study was conducted on a site located at Tlemcen, a city of western Algeria, where it was intended to build residential buildings. During the excavation for the preparation of foundations, cavities were discovered. This is confirmed by visual inspection. The study area is geologically composed of dolomitic limestone jurrassique, characterized by strong pérméabilité caused by cracking and karstic formation.

The geophysical method more appropriate in this case is the microgravimetric. The gravimetric campaign which lasted 15 days is composed of more than 1000 stations measures and was realized on several zones at the site with a step of 2.5 m. All these stations have been identified topographically.

            The Bouguer anomaly map presents a short-wavelength gravity low which reaches a minimum value up of - 33.190 mGal. A qualitative analysis of this map showed that the relative gravity lows is related to the mass deficit. Some of the anomalies detected by microgravimetric are well correlated with cavities observed on the surface. Mass deficits have been assimilated as underground cavities and that can present a danger to the stability of buildings.

The 3D modelling has been realized using software based on the algorithm of Talwani (Talwani & all 1960), it has allowed us to determinate location and dimensions of the cavities detected.

Key words: Cavities, karst, Microgravimetic, Anomalies, Talwani, Tlemcen, Algeria.

How to cite: Khaldaoui, F., Abtout, A. A., Bouguerra, H., and Hedjazi, I.: Microgravity Methods to Characterize the karst structures in north-western Algeria, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6110, https://doi.org/10.5194/egusphere-egu2020-6110, 2020.

EGU2020-12204 | Displays | NH3.10

Trigger atmospheric conditions for RIL in the Southern Andes.

Nataly Manque Roa, Ivo Fustos-Toribio, and Marcelo Somos-Valenzuela

Rainfall-Induced Landslides (RIL) are one of the most important natural hazards due to their damage to populated areas, critical infrastructure, and roads. Therefore, their deep understanding is critical for decision-makers. The Southern Andes (~ 41.1ºS, 72.5ºW) has undergone recurring RIL processes in recent years, which have affected interurban connectivity with strong social impacts. The objective of this study is to understand the atmospheric conditions that could trigger RIL at the Southern Andes. We propose a correction of high-resolution atmospheric simulations based on the Weather and Research Forecast (WRF) model. Our results were corrected by meteorological in-situ stations using geostatistical techniques. We identify precursor signals at different pressure heights that could be used to the future in an early warning system. Our proposed methodology will support the generation of public policies in the context of climate change scenarios in catchments with low-dense instrumentation and low uncertainty. Hence, our database will provide new hydrometeorological perspectives in RIL studies. To the future, these results will allow the development of an early warning system applicable in the central-southern zone of Chile.

How to cite: Manque Roa, N., Fustos-Toribio, I., and Somos-Valenzuela, M.: Trigger atmospheric conditions for RIL in the Southern Andes., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12204, https://doi.org/10.5194/egusphere-egu2020-12204, 2020.

EGU2020-9274 | Displays | NH3.10

Effects of earthquakes and antecedent droughts on landslide initiation in Italy

Xuehong Zhu, Qiang Dai, Lu Zhuo, Dawei Han, and Shuliang Zhang

Earthquake and antecedent drought (drought for short) play important roles in triggering landslides, which change the formation condition of landslides by affecting topography, loose solid materials and water content. However, in most cases, landslide early warnings rely on rainfall thresholds or(/and) soil moisture conditions, without considering the effects of earthquake and drought. In this study, an analysis has been carried out on the latest version of Parametric Catalogue of Italian Earthquakes (Italian acronym CPTI15) and standardized precipitation index (SPI) (to represent droughts) and the landslide events in a northern Italian region in the past 116-years period 1901-2016. Based on the quantitative analysis on the relationship in time between landslides, earthquake activities and drought events, the interacting relationship between landslides, seismic activities and droughts were explored. It has been found that the impacts from earthquakes and droughts on landslides do exist. The impacts from earthquakes in the study area was less significant comparing with other regions (such as Wenchuan, China), and droughts play a complementarily minor role on landslides. Finally, a method is proposed for predicting the landslides based on early earthquake and drought monitoring and used on some cases. We expect this study can provide useful information for combining earthquake and drought in the landslide early warnings.

How to cite: Zhu, X., Dai, Q., Zhuo, L., Han, D., and Zhang, S.: Effects of earthquakes and antecedent droughts on landslide initiation in Italy, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9274, https://doi.org/10.5194/egusphere-egu2020-9274, 2020.

EGU2020-10134 | Displays | NH3.10

Modeling of major cliff destabilizations and subsequent lahars in the Prêcheur catchment, Martinique.

Marc Peruzzetto, Clara Levy, Yannick Thiery, Gilles Grandjean, Anne Mangeney, Martin Mergili, Yoann Legendre, Aude Nachbaur, Jean-Marie Saurel, Anne-Marie Lejeune, Thomas Dewez, Benoît Vittecoq, Valérie Clouard, Jean-Christophe Komorowski, Anne Le Friant, and Arnaud Lemarchand

The Prêcheur river is located to the West of Montagne Pelée, in the Northern part of Martinique island. For several decades it has produced numerous lahars that directly threaten the Prêcheur village, at the mouth of the river. In recent years, the most important lahars have been correlated to massive collapses of the Samperre cliff, 9 km upstream from the sea, that create a reservoir of loose material at the bottom of the cliff. In 2010, a lahar started from this reservoir, destroyed a bridge and inundated part of the Prêcheur village. A new major period of collapses of the Samperre cliff started on 2 January 2018, involving more than 4 × 106 m3 of material. In the following days, intense rainfalls triggered several lahars that reached the Prêcheur village but remained confined in the river bed. Since then, lahars and collapses have continued to occur, even though their frequency has decreased with time and their intensity is smaller compared to the onset of the crisis. One single lahar overflowed the river bed on 22 February 2018 without significant impact on infrastructures.

In this study, we test different possible scenarios to model the first and most important phase of the collapse of the Samperre cliff, that occurred in early January 2018, with the shallow-water model SHALTOP. We constrain the collapse geometry with photogrammetric 3D models and LIDAR topographic surveys, acquired in 2010 and in late January 2018. We also consider an intermediate volume to take into account a possible retreat of the cliff face between 2010 and 2018. The modeled traveled distances are compared to field observations. Finally, we use geomorphological and geological observations to identify potentially unstable structures within the cliff, and model the associated collapses.

These simulations provide insights on the possible geometry (extent and depth) of the debris reservoir at the bottom of the cliff, after a major collapse episode. This is of prior importance in order to estimate the location and volume of future lahars. In order to investigate their dynamics, we model the major 2010 lahar, for which the initial debris reservoir volume is known (about 2 Mm3). We first simulate the progressive remobilization of the reservoir by water with the r.avaflow numerical code. In a second test, we impose instead a constant flow discharge upstream until the same volume has been released. We test different parameters to identify which ones have the most significant influence on the lahar travel time, from its initiation until it reaches the Prêcheur village.

How to cite: Peruzzetto, M., Levy, C., Thiery, Y., Grandjean, G., Mangeney, A., Mergili, M., Legendre, Y., Nachbaur, A., Saurel, J.-M., Lejeune, A.-M., Dewez, T., Vittecoq, B., Clouard, V., Komorowski, J.-C., Le Friant, A., and Lemarchand, A.: Modeling of major cliff destabilizations and subsequent lahars in the Prêcheur catchment, Martinique., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10134, https://doi.org/10.5194/egusphere-egu2020-10134, 2020.

NH3.11 – Towards reliable Landslide Early Warning Systems

EGU2020-4916 | Displays | NH3.11

Evaluation of the natural risk perception, awareness, and preparedness at school by means of ad hoc questionnaires

Anna Elisa Bandecchi, Veronica Pazzi, Stefano Morelli, Luca Valori, and Nicola Casagli

One of the Sendai Framework 2015-2030 targets is to reduce the disruption of basic services, like educational facilities. Disaster education is actually considered to be an important factor to promote disaster risk reduction. The school resilience is not related to a specific hazard and vulnerability, but it takes into account many factors, including the people’s natural risk perception and awareness, along with their knowledge and capability of how to behave in an emergency. The scientific literature provides various notions of risk, risk perception, risk awareness, and risk preparedness. The literature on children’s natural risk perception is scarce and very recent compared with that about adults. Indeed, children’s perceptions about nature and environment are truly different from those of adults. The available research mainly concerns the implementation of earthquake emergency measures, while not much is available on flood-risk perception and even less on landslides. The relationship between risk perception, awareness, and preparedness is widely studied, but once again, there is no unambiguous or unique result that depends on the approach and the context.

We decided to refine the questionnaire that contributes to assess the school-resilience employed in the Geo-hazard Safety Classification method (GSC). We designed 7 different questionnaires, one for the adult personnel and six for the students, taking into account the peculiarity of each age. These questionnaires were thought through and designed to investigate three main awareness fundamentals: i) knowledge of the correct behaviours and procedure during a natural emergency that occurs at school; ii) perception of the natural risk of the area where the school is located; and iii) general knowledge of the correct behaviours during a natural emergency at school.

Three different analyses were carried out on the 5899 filled in questionnaires (820 by personnel and 5079 by students of each school stage) distributed in 27 schools of Tuscany Region (Central Italy): a) school by school; b) questionnaire typology (i.e., different school age); and c) topics (awareness fundamentals i, ii, and iii) and questionnaire typology (i.e., different school age). The results are coherent and show that a) young children’s knowledge is perfectly adequate to their age, b) as the age and responsibilities increase, the awareness and preparation do not increase proportionally, and c) the competences of the school personnel are not sufficient, probably caused by critical issues emerged (i.e., it is not clear where family reunification must take place) and because the wrong hazard perception leads to underestimating the importance of prevention actions and disaster education and. This last outcome turns out to be unexpected.

These questionnaires are a suitable, quick, easy and low-cost tool, even if considered separately from the GSC method. The school head-masters or the local and national educational offices actually could use them a) to evaluate the geo-hydrological and seismic risk knowledge and awareness of students, professors and school personnel; b) to project and design actions needed to improve the school-resilience; c) to verify the goodness of the activities developed at point b); and d) as an educational tool to improve the disaster education.

How to cite: Bandecchi, A. E., Pazzi, V., Morelli, S., Valori, L., and Casagli, N.: Evaluation of the natural risk perception, awareness, and preparedness at school by means of ad hoc questionnaires, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4916, https://doi.org/10.5194/egusphere-egu2020-4916, 2020.

During the last decades, the progresses in rock slope monitoring improved the reliability of the Early Warning Systems (EWS) all over the world. Among their features, EWS are designed to provide to the decision makers objective tools in order to support their decisions in activating emergency plans.

The choice to design an EW System, if only based on displacement or rainfall thresholds, may not be sufficient to support the decision-making process, when the monitored rockslide is threatening high value targets, both in terms of exposed human lives and potential economic losses.

As a matter of fact, the integrated monitoring systems usually installed on active rock slopes provide many different data about the behaviour of these phenomena. Most of these data are worth to be weighted in the decisional process, as they are relevant to confirm a specific event scenario.

In addition, experts and EWS managers are facing an increasing demand by the stakeholders and the population, to effectively communicate in a user-friendly way the decision-making process, as well as the uncertainty degree associated with each decisional step.

That is a necessity which becomes critical in the moment when the population and the stakeholders have no direct perception of a potential catastrophic event and the civil protection measures are preventively activated before the emergency.

The aim of this work is to present the Early Warning procedure elaborated by the regional Geological survey of the Aosta Valley Autonomous Region (Italy), which is based on the experience derived from the emergency management of the Mont de La Saxe rockslide in 2013. 

The new EW procedure has been successfully tested for the first time during the rockslide activation in spring 2014 and it has been refined and improved during the following years.

The potential collapse of the Mont de La Saxe rockslide threatens a part of the important touristic resort of Courmayeur and the E25 Motorway, one the most important national communication axes, connecting the industrial areas of the Northern Italy with France and Switzerland.

In such a sensitive situation, a not sufficiently motivated alert could have led to impacting civil protection measures like the evacuation of two villages and the traffic interruptions, damaging the Italian economy and the regional tourism.

Therefore, the EW managers have decided to strengthen the existing EW procedure, based on displacement thresholds, in order to achieve the maximum amount of confidence in the decisional process. The new procedure is based on a Bayesian inferential process, combining the available data provided by the monitoring system.

Thanks to this approach a quantitative degree of confidence can be assigned to each decisional step, increasing the warning levels up to the declaration of the emergency condition.

At the same time, the new EW procedure provides a transparent and replicable decisional process, where the confidence degree associated to the civil protection alert can be declared in the alert bulletins.

How to cite: Bertolo, D.: Improving the reliability of the decision-making process in a rockslide Early Warning procedure , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2013, https://doi.org/10.5194/egusphere-egu2020-2013, 2020.

EGU2020-17392 | Displays | NH3.11 | Highlight

Monitoring boulder movement using the Internet of Things: towards a landslide early warning system

Benedetta Dini, Georgina Bennett, Aldina Franco, Michael R. Z. Whitworth, Andreas Senn, and Kristen Cook

Boulder movement can be observed not only in rock fall activity, but also in association with other landslide types such as rock slides, soil slides in colluvium originated from previous rock slides and debris flows.

Large boulders pose a direct threat to life and key infrastructure, causing destruction along their paths and amplifying landslide and flood hazards, as they move from the slopes to the river network. Despite the hazard they pose, boulders are generally not directly accounted for in hazard assessment methods, nor have they been targeted in dedicated early warning systems or used as a mean to detect landslide movement. The ability to monitor boulder movement in real time and to provide local stakeholders with timely alerts thus represents an important step forward.

Our study focuses on an area in the upper Bhote Koshi catchment northeast of Kathmandu, where the Araniko highway, a critical link between Nepal and China, is subjected to periodic landsliding and floods during the Monsoons and was heavily affected by coseismic landslides after the 2015 Gorkha earthquake. In the area, damage by boulders to properties, roads and other key infrastructure, such as hydropower plants, is observed every year.

In April 2019, we installed an innovative monitoring system to observe boulder movement occurring in different geomorphological settings on slopes, before reaching the river system. We embedded trackers in 23 boulders spread between a landslide body and two debris flow channels. The trackers are equipped with accelerometers and can detect, in real time, small angular changes in boulder positions as well as large forces acting on them. They are programmed to send regular data but, crucially, they can be triggered by movement and immediately transmit the data via a long-range wide area network gateway to a server.

Preliminary results show that 10 of the tagged boulders present patterns in the accelerometer data compatible with downslope movements. Of these, 6 lying within the landslide body show small angular changes, indicating a reactivation during the rainfall period and a movement consistent with the landslide mass. 4, located in a debris flow channel, show sharp changes in position, likely corresponding to larger free movements and rotations. The latter have not been found at their original location after the monsoon.

This study highlights that this innovative, cost-effective technology can be used to monitor boulders in prone sites and may set the basis for the development of an early warning system particularly in developing countries, where expensive mitigation strategies may be unfeasible.

How to cite: Dini, B., Bennett, G., Franco, A., Whitworth, M. R. Z., Senn, A., and Cook, K.: Monitoring boulder movement using the Internet of Things: towards a landslide early warning system, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-17392, https://doi.org/10.5194/egusphere-egu2020-17392, 2020.

EGU2020-6693 | Displays | NH3.11 | Highlight

Using seismic networks and satellite radars to detect landslide events

Andrea Manconi and Alessandro Mondini and the AlpArray Working Group

Catalogues are the base to study the causes leading to slope failures and to define landslide hazard and early warning strategies at regional scales. Despite recent efforts, the knowledge on spatial and temporal landslide distribution is often very poor. Information on timing, location, magnitude and landslide dynamics, is generally available only when the events threat life or damage infrastructures, as well as when they are associated with catastrophic earthquakes or exceptional meteorological occurrences. Moreover, many landslide events are unreported because they occur in remote regions and thus do not have immediate impacts on human activities. This may strongly hinder the completeness of landslide catalogues, and thus the subsequent interpretation in terms of hazard assessment. Complete catalogues are crucial to study the relationships between local and regional landslide preconditioning factors, to recognize potential triggers, as well as to clearly identify the effect of climate forcing. In recent years two procedures are dominating the panorama of landslide event detection, i.e. remote sensing approaches and seismic data analyses. This is mainly due to the increased availability of such data at global scale, as well as to the applied open access data policies. Here we present a procedure to detect landslide events by jointly analyzing data acquired from regional broadband seismic networks and spaceborne radar imagery. As an exemplary case, we consider a series of events associated to the recent Piz Cengalo rock slope failure occurred on August, 2017 in the Swiss Alps, a region where we can now benefit from the high spatial density of the AlpArray seismic network and from the spatial and temporal resolution of Sentinel-1 radar imagery. The operational implementation of the herein proposed approach, in combination with the expected increase in availability of seismic and satellite data, can provide a new and efficient solution to build and/or expand landslide catalogues based on quantitative and homogeneous measurements, as well as to integrate landslide early warning systems at regional scales.

How to cite: Manconi, A. and Mondini, A. and the AlpArray Working Group: Using seismic networks and satellite radars to detect landslide events , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6693, https://doi.org/10.5194/egusphere-egu2020-6693, 2020.

EGU2020-11012 | Displays | NH3.11

Global Landslide Hazard Assessment for Situational Awareness (LHASA) Version 2: New Activities and Future Plans

Dalia Kirschbaum, Thomas Stanley, Robert Emberson, Pukar Amatya, Sana Khan, and Hakan Tanyas

A remote sensing-based system has been developed to characterize the potential for rainfall-triggered landslides across the globe in near real-time. The Landslide Hazard Assessment for Situational Awareness (LHASA) model uses a decision tree framework to combine a static susceptibility map derived from information on slope, rock characteristics, forest loss, distance to fault zones and distance to road networks with satellite precipitation estimates from the Global Precipitation Measurement (GPM) mission. Since 2016, the LHASA model has been providing near real-time and retrospective estimates of potential landslide activity. Results of this work are available at https://landslides.nasa.gov.

In order to advance LHASA’s capabilities to characterize landslide hazards and impacts dynamically, we have implemented a new approach that leverages machine learning, new parameters, and new inventories. LHASA 2.0 uses the XGBoost machine learning model to bring in dynamic variables as well as additional static variables to better represent landslide hazard globally. Global rainfall forecasts are also being evaluated to provide a 1-3 day forecast of potential landslide activity. Additional factors such as recent seismicity and burned areas are also being considered to represent the preconditioning or changing interactions with subsequent rainfall over affected areas. A series of parameters are being tested within this structure using NASA’s Global Landslide Catalog as well as many other event-based and multi-temporal inventories mapped by the project team or provided by project partners.

In addition to estimates of landslide hazard, LHASA Version 2 will incorporate dynamic estimates of exposure including population, roads and infrastructure to highlight the potential impacts that rainfall-triggered landslides. The ultimate goal of LHASA Version 2.0 is to approximate the relative probabilities of landslide hazard and exposure across different space and time scales to inform hazard assessment retrospectively over the past 20 years, in near real-time, and in the future. In addition to the hazard. This presentation will outline the new activities for LHASA Version 2.0 and present some next steps for this system.

How to cite: Kirschbaum, D., Stanley, T., Emberson, R., Amatya, P., Khan, S., and Tanyas, H.: Global Landslide Hazard Assessment for Situational Awareness (LHASA) Version 2: New Activities and Future Plans, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11012, https://doi.org/10.5194/egusphere-egu2020-11012, 2020.

Rainfall event properties like maximum intensity, total rainfall depth, or their representation in the form of intensity-duration (ID) or total rainfall-duration (ED) curves, are commonly used to determine the triggering rainfall (event) conditions required for landslide initiation. This rainfall data-driven prediction of landsliding can be extended by the inclusion of antecedent wetness conditions. Although useful for first order assessment of landslide triggering conditions in warning systems, this approach relies heavily on data quality and temporal resolution, which may affect the overall predictive model performance as well as its reliability.

In this work, we address three key aspects of rainfall thresholds when applied at large spatial scales: (a) the tradeoffs between higher and lower temporal resolution (hourly or daily) (b) the spatial variability associated with long term rainfall, and (c) the added value of antecedent rainfall as predictor. We explore all of these by utilizing a long-term landslide inventory, containing more than 2500 records in Switzerland and 3 gridded rainfall records: a long daily rainfall dataset and two derived hourly products, disaggregated using stations or radar hourly measurements.

We observe that while predictive performances improve slightly when utilizing high quality hourly record (using radar information), the length of the record decreases, as well as the number of landslides in the inventory, which affects the reliability of the thresholds. A tradeoff has to be found between using long records of less accurate daily rainfall data and landslide timing, and shorter records with highly accurate hourly rainfall data and landslide timing. Even daily rainfall data may give reasonable predictive performance if thresholds are estimated with a long landslide inventory. Good quality hourly rainfall data significantly improve performance, but historical records tend to be shorter or less accurate (e.g. fewer stations available) and landslides with known timing are fewer. Considering antecedent rainfall, we observe that it is generally higher prior to landslide-triggering events and this can partially explain the false alarms and misses of an intensity-duration threshold. Nevertheless, in our study antecedent rainfall shows less predictive power by itself than the rainfall event characteristics. Finally, we show that we can improve the performances of the rainfall thresholds by accounting for local climatology in which we define new thresholds by normalizing the event characteristics with a chosen quantile of the local rainfall distribution or using the mean annual precipitation.

How to cite: Leonarduzzi, E. and Molnar, P.: Can we get more out of rainfall thresholds? The temporal resolution tradeoff and the role of antecedent wetness and rainfall spatial variability, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19395, https://doi.org/10.5194/egusphere-egu2020-19395, 2020.

EGU2020-2403 | Displays | NH3.11

Identifying buildings at risk and pedestrian travel times to safety areas in a debris flow worst-case scenario

Raquel Melo, José Luís Zêzere, Sérgio Oliveira, Ricardo Garcia, Sandra Oliveira, Susana Pereira, Aldina Piedade, Pedro Santos, and Theo van Asch

During the last two centuries, several debris flow events occurred in the upper part of the Zêzere valley, which is located in the Estrela mountain, in Central Portugal. These events were responsible for material damage as well as for the loss of lives. Given the susceptibility of this area to the occurrence of debris flows, a methodology for pedestrian evacuation modelling was implemented, in order to identify buildings at risk and pedestrian travel times to safety areas in a debris flow worst-case scenario. Starting from a dynamic run-out model, developed in previous works, the potential debris flow intensity was estimated (e.g. flow depth, velocity and run-out distance). Sequentially, the buildings potentially affected by the impact of debris flows, as well as the ones where the evacuation would take longer than the debris flows arrival, were identified. In addition, the potentially exposed population was estimated by applying a dasymetric distribution to each residential building. This population distribution took into account the identification of the older residents as the most exposed to debris flows, which is critical to develop reliable pedestrian evacuation travel time scenarios. The pedestrian evacuation modelling was performed using the Pedestrian Evacuation Analyst, a GIS tool developed by the United States Geological Survey. The evacuation modelling was based on an anisotropic approach, which considers the influence of slope direction on travel costs, thus its application is suitable in a mountainous area. The implemented methodology is a critical step towards the implementation of a reliable early warning system to debris flows that can be reproduced elsewhere.

Funding information: This work was financed by national funds through FCT—Portuguese Foundation for Science and Technology, I.P., under the framework of the project BeSafeSlide—Landslide Early Warning soft technology prototype to improve community resilience and adaptation to environmental change (PTDC/GES-AMB/30052/2017) and by the Research Unit UIDB/00295/2020. Pedro Pinto Santos is funded by FCT through the project with the reference CEEIND/00268/2017.

How to cite: Melo, R., Zêzere, J. L., Oliveira, S., Garcia, R., Oliveira, S., Pereira, S., Piedade, A., Santos, P., and van Asch, T.: Identifying buildings at risk and pedestrian travel times to safety areas in a debris flow worst-case scenario, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2403, https://doi.org/10.5194/egusphere-egu2020-2403, 2020.

EGU2020-13726 | Displays | NH3.11

Advanced distributed modelling of slope stability using root reinforcement and geostatistical parameterization of geotechnical soil properties

Elena Benedetta Masi, Anita Stagnozzi, Silvia Stagnozzi, Gianluigi Tonelli, Francesco Veneri, Veronica Tofani, and Samuele Segoni

A physically based model for shallow landslide triggering (HIRESSS – HIgh REsolution Soil Stability Simulator) was applied in a 100 km2 test site in Central Italy (Urbino, Marche region). The objectives were assessing  the influence of additional cohesion provided by roots and testing the effectiveness of a geotechnical characterization performed in an another area, but on similar lithologies.

We performed two different simulations considering the rainfall event of January-February 2006, which triggered 14 landslides in the area. For both the simulations, rainfall data were fed into the model using the measurements at hourly time step of a nearby rain gauge station, while soil thickness was estimated using a state-of-the-art empirical model based on geomorphological parameters derived from curvature, slope gradient, lithology and relative position within the hillslope profile. Geotechnical input data were varied among the two simulations. In the first one, a few in-situ and laboratory tests were performed to characterize the main lithologies, while the remaining lithologies were characterized using literature data. In the second simulation, the main geotechnical and hydrological parameters (cohesion, internal friction angle, soil unit weight, hydraulic conductivity) were fed into the model using a geostatistical characterization performed on hundreds of measurements carried out in another Italian region, with similar lithologies. Furthermore, in the second simulation the additional cohesion provided by the plant roots was also taken into account.

The results obtained with the two simulations were validated considering the landslide dataset collected by field work and image interpretation shortly after the rainfall event studied. We discovered that the second simulation provided much more reliable results, with the areas surrounding the landslide locations characterized by much higher values of failure probability.

The outcome is very important to address future research in distributed slope stability modelling because it proved that: (i) additional root cohesion is an important factor that can be used to get more reliable results; (ii) when in need of characterizing the geotechnical parameters of the study area, instead of using just a few measurements performed therein, it is preferable to integrate also data coming from different areas but with similar lithologies if they were robustly characterized in geostatistical terms purposely for distributed slope stability studies.

How to cite: Masi, E. B., Stagnozzi, A., Stagnozzi, S., Tonelli, G., Veneri, F., Tofani, V., and Segoni, S.: Advanced distributed modelling of slope stability using root reinforcement and geostatistical parameterization of geotechnical soil properties, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13726, https://doi.org/10.5194/egusphere-egu2020-13726, 2020.

EGU2020-13777 | Displays | NH3.11

Definition of a new multi-level early warning procedure for landslide risk management

Alessandro Valletta, Andrea Carri, Roberto Savi, Edoardo Cavalca, and Andrea Segalini

The identification of potentially critical events involving unstable slopes is a major aspect in the field of natural hazards risk mitigation and management. In this framework, Early Warning Systems (EWS) exploiting advanced technologies represent an efficient approach to decrease the risk generated by landslide phenomena, allowing to reduce the possibility of damages and losses of human lives. EWS effectiveness has increased significantly in recent years, thanks to relevant advances in sensing technologies and data processing. In particular, the introduction of innovative monitoring instrumentation featuring automatic procedures and increased performances in terms of sampling rate and accuracy has permitted to develop EWS characterised by a near-real time approach. Among the several aspects involved in the development of a reliable Early Warning System, one of the most important is the ability to minimize the dissemination of false alarms, which should be avoided or identified in advance. The approach proposed in this study represents a new procedure aimed to assess the hazard level posed by a potentially critical event, previously identified by analysing displacement monitoring data. The process is implemented in a near-real time EWS and defines a total of five different hazard levels, on the basis of the results provided by two different models, namely an accelerating trend identification criterion and a failure forecasting model based on the Inverse Velocity Method (IVM). In particular, the forecasting analysis is performed only if the dataset elaborated by the onset-of-acceleration model highlights a potentially critical behaviour, which represents a first alert level. Following levels are determined by different conditions imposed on three parameters featured by the failure forecasting model, i.e. dataset dimension, coefficient of determination R-squared, and number of sensors displaying an accelerating trend. As these criteria get fulfilled, it is assumed that the monitored phenomenon is gradually evolving towards a more critical condition, thus reaching an increasing alert level depending on the analysis results. According to this classification, it is possible to set up for each single threshold a dedicated warning message, which could be automatically issued to authorities responsible of monitoring activities, in order to provide an adequate dissemination of information concerning the ongoing event. Moreover, the proposed procedure allows to customize the alert approach, giving the possibility to issue warning messages only if a certain Level is reached during the analysis.

How to cite: Valletta, A., Carri, A., Savi, R., Cavalca, E., and Segalini, A.: Definition of a new multi-level early warning procedure for landslide risk management , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13777, https://doi.org/10.5194/egusphere-egu2020-13777, 2020.

EGU2020-21305 | Displays | NH3.11 | Highlight

Design of a low-cost Early Warning System (EWS) in informal settlements in Medellín, Colombia (Project Inform@Risk)

Moritz Gamperl, John Singer, and Kurosch Thuro

Recent developments have led to an increased rural depopulation and migration into cities in Andean countries. This is especially the case in Colombia, where immigration from Venezuela has caused an increase in poverty in cities. In Medellín, the second largest Colombian city, this led to an accelerated growth of informal settlements in the steep slopes in the east and west of the city. Combined with the expected increase of heavy rainfall due to climate change, the landslide risk in this area is expected to increase further over the next decades. The risk is highest in the east of the city, where highly weathered dunites are exposed and the slope angle reaches 20-30° and more. In these regions, rotational slides have repeatedly occurred in the past, as detailed mapping has shown.

The project Inform@Risk tries to strengthen the resilience of these settlements against rainfall induced landslides, since relocation of the inhabitants at risk currently is not a feasible option. For this, an innovative low-cost EWS is being developed in the Barrio Bello Oriente in the east of the city. Since the exact location of a future landslide is unknown, the EWS requires a network of geosensors throughout the whole area at risk, whereby the network density is controlled by the landslide risk. This flexibility is achieved by combining horizontally installed CSM (Continuous Shear Monitor) cables with open-source wireless LoRa sensor nodes. The sensor nodes are developed on basis of an Arduino system and can be installed on infrastructure as well as in the ground. They all include a tilt sensor and additionally can be equipped with varying geotechnical and hydrogeological sensors, depending on the location and measuring target (e.g. piezometer, extensometer, inclinometer/tiltmeter).

The data produced by the geosensor network is processed by the Inform@Risk server and made available to the residents and municipal stake holders via an app and homepage. Based on meteorological, hydrological and geotechnical analyses the system can evaluate the current and make predictions of the future hazard situation. If necessary, a warning can be issued via app to the inhabitants.  Ultimately, the system should be replicable in other areas in the Andes and elsewhere in the world.

This work is funded by the German Ministry of Education and Research (BMBF).

How to cite: Gamperl, M., Singer, J., and Thuro, K.: Design of a low-cost Early Warning System (EWS) in informal settlements in Medellín, Colombia (Project Inform@Risk), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21305, https://doi.org/10.5194/egusphere-egu2020-21305, 2020.

EGU2020-479 | Displays | NH3.11 | Highlight

An early warning system for rainfall-triggered shallow slides and debris flows. Application in Catalonia, Spain and Canton of Bern, Switzerland

Rosa M Palau, Marc Berenguer, Marcel Hürlimann, Daniel Sempere-Torres, Catherine Berger, and Adrian Peter

Risk mitigation for rainfall-triggered shallow slides and debris flows at regional scale is challenging. Early warning systems are a helpful tool to depict the location and time of future landslide events so that emergency managers can act in advance. Recently, some of the regions that are recurrently affected by rainfall triggered landslides have developed operational landslide early warning systems (LEWS). However, there are still many territories where this phenomenon also represents an important hazard and lack this kind of risk mitigation strategy.

The main objective of this work is to study the feasibility to apply a regional scale LEWS, which was originally designed to work over Catalonia (Spain), to run in other regions. To do so we have set up the LEWS to Canton of Bern (Switzerland).

The LEWS combines susceptibility maps to determine landslide prone areas and in real time high-resolution radar rainfall observations and forecasts. The output is a qualitative warning level map with a resolution of 30 m.

Susceptibility maps have been derived using a simple fuzzy logic methodology that combines the terrain slope angle, and land use and land cover (LULC) information. The required input parameters have been obtained from regional, pan-European and global datasets.

Rainfall inputs have been retrieved from both regional weather radar networks, and the OPERA pan-European radar composite. A set of global rainfall intensity-duration data has been used to asses if a rainfall event has the potential of triggering a landslide event.

The LEWS has been run in the region of Catalonia and Canton of Bern for specific rainfall events that triggered important landslides. Finally, the LEWS performance in Catalonia has been assessed.

Results in Catalonia show that the LEWS performance strongly depends on the quality of both the susceptibility maps and rainfall data. However, in both regions the LEWS is generally able to issue warnings for most of the analysed landslide events.

How to cite: Palau, R. M., Berenguer, M., Hürlimann, M., Sempere-Torres, D., Berger, C., and Peter, A.: An early warning system for rainfall-triggered shallow slides and debris flows. Application in Catalonia, Spain and Canton of Bern, Switzerland, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-479, https://doi.org/10.5194/egusphere-egu2020-479, 2020.

EGU2020-10970 | Displays | NH3.11 | Highlight

SILVIA: An operational system to monitoring landslides forced by heavy precipitations at national scale in Peru

Carlos Millan, Waldo Lavado, Fiorella Vega, Oscar Felipe, Julia Acuña, and Ken Takahashi

In Peru, heavy precipitations (PR) are the second natural phenomenon with the greatest number of people affected in recent decades. Landslides (known as “huaycos” in Peru) are mostly produced by PR and located overall on the Andes mountains. In this regard, to monitoring and inform in advance about the most susceptible regions to landslides, the National Service of Meteorology and Hydrology of Peru (SENAMHI) has launched the national system for monitoring of landslides produced by PR, called SILVIA (“Sistema de Monitoreo de Movimientos en Masa generados por Lluvias Intensas” in spanish).

The methodology couple PR thresholds (7 days of antecedent PR) from PISCO operational precipitation (a gridded daily precipitation product of SENAMHI) with the susceptibility map for landslide hazard produced by the Peruvian Geological, Mining and Metallurgical Institute (INGEMMET). Both inputs products are combined in a purposely-built hazard matrix to get a spatially and temporally variable for landslide hazard: while statistical PR thresholds are used to accomplish a temporal definition with very coarse spatial resolution, landslide susceptibility maps provide static spatial information about the probability of landslide occurrence at fine spatial resolution. The hazard matrix combines three susceptibility classes (S1, low susceptibility; S2 medium susceptibility; S3 high and very high susceptibility) and three PR rate classes (L1, L2, L3), defining three hazard classes, from P1 (low hazard) to P3 (high hazard).

SILVIA has been launched by SENAMHI (https://www.senamhi.gob.pe/?p=monitoreo-silvia) at a national scale. The implementation of SILVIA as a warning system has been improved using precipitation daily forecasting generating a daily-time forecast system to cope with streams activation in subbasins (“Activación de quebradas”, https://www.senamhi.gob.pe/?p=aviso-activacion-quebrada).

How to cite: Millan, C., Lavado, W., Vega, F., Felipe, O., Acuña, J., and Takahashi, K.: SILVIA: An operational system to monitoring landslides forced by heavy precipitations at national scale in Peru, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10970, https://doi.org/10.5194/egusphere-egu2020-10970, 2020.

EGU2020-14773 | Displays | NH3.11

Which method should we use to draw empirical rainfall thresholds for landslide early warning?

David Johnny Peres and Antonino Cancelliere

Landslide thresholds determined empirically through the combined analysis of rainfall and landslide data are at the core of early warning systems. Given a set of rainfall and landslide data, several methods do exist to determine the threshold: methods based on triggering events only, methods based on the non-triggering events only, and methods based on both type of rainfall events. The first are the most commonly encountered in literature. Early work determined the threshold by drawing the lower envelope curve of the triggering events “by eye”. More recent work used more sophisticated statistical approaches in order to reduce the subjectivity. Among these methods, the so-called frequentist method has become prominent in the literature. These methods have been criticized because they do not account uncertainty, i.e. the fact that there is not a clear separation between rainfall characteristics of triggering and non-triggering events. Hence, methods based on the optimization of Receiver operating characteristic indices – count of true and false positives/negatives – have been proposed. One of the first methods proposed in this sense referred to the use of Bayesian a-posteriori probability, which is the same of using the so-called ROC Precision index. Others have used the True Skill Statistic. On the other hand, use of non-triggering events only has been discussed just by a few researchers, and the potentialities of this way to proceed have been scarcely explored.

The choice of the method is usually dictated by external factors, such as the availability of data and their reliability, but it should also take into account of the theoretical statistical properties of each method.

Given this context, in the present work we compare, through Monte Carlo simulations, the statistical properties of each of the above-mentioned methods. In particular, we attempt to provide the answer to the following questions: What is the minimum number of landslides that is needed to perform a reliable determination of thresholds? How robust is the method for drawing the threshold – i.e. their sensitivity to artifacts in the data, such as exchanges of triggering events with non-triggering events due to incompleteness of landslide archives? What are the performances of the methods in terms of the whole ROC confusion matrix?

The analysis is performed for various levels of uncertainty in the data, i.e. noise in the separation by triggering and non-triggering events. Results show that methods based on non-triggering events only may be convenient when few landslide data are available. Also, in the case of high uncertainty in the data, the performances of methods based on triggering events may be poor compared to those based on non-triggering events. Finally, the methods based on both triggering and non-triggering events are the most robust.

How to cite: Peres, D. J. and Cancelliere, A.: Which method should we use to draw empirical rainfall thresholds for landslide early warning?, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-14773, https://doi.org/10.5194/egusphere-egu2020-14773, 2020.

EGU2020-167 | Displays | NH3.11

Empirical Rainfall Thresholds for Occurrence of Landslides in Wayanad, India

Minu Treesa Abraham, Neelima Satyam, and Ascanio Rosi

Rainfall Induced landslides are one among the major natural disasters which cause destruction to lives and properties across the world. Wayanad (Kerala, India) is a region characterized by highly destructive landslides during monsoons. During the recent past, in 2018 and 2019, substantial damage to lives, agricultural land and properties have occurred due to landslides in the region. To minimize the effect of such events, a Landslide Early Warning System (LEWS) should be developed for Wayanad at the earliest. Being the major triggering factor, it is essential to study the relationship between the rainfall parameters and occurrence of landslides. Understanding the historical rainfall parameters which resulted in landslides will help to identify the critical conditions which are potent to initiate landslides in future in the study area and can effectively contribute to a LEWS. As an initial step towards achieving this goal, a study was conducted to develop regional scale rainfall threshold for the region using Intensity and Duration conditions which resulted in landslides in the recent history (2010-2018) in Wayanad. A catalogue has been prepared for the study area, collecting details of landslides happened during 2010 - 2018. Analysis has been carried out using two different statistical approaches, Bayesian and Frequentist, using 123 landslide events considered for the analysis. It is observed that both the methods are complementary and the Bayesian threshold is comparable with the Frequentist threshold with 5% exceedance probability where an intensity of 0.97mmh-1 can trigger landslides in the region when the duration of rainfall is 24h. Further studies can be conducted for the region using advanced methods also, to find the best suited approach to define a regional scale threshold and hence an effective LEWS.

How to cite: Abraham, M. T., Satyam, N., and Rosi, A.: Empirical Rainfall Thresholds for Occurrence of Landslides in Wayanad, India, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-167, https://doi.org/10.5194/egusphere-egu2020-167, 2020.

EGU2020-16688 | Displays | NH3.11

Definition of soil water content and rainfall thresholds for landslide occurrence

Luca Piciullo and Graham Gilbert

In the last decades, rainfall thresholds for landslide occurrences were thoroughly investigated, producing several different test cases and relevant technical and scientific advances. However, a recent literature review on rainfall thresholds articles (Segoni et al., 2018), published in journals indexed in SCOPUS or ISI Web of knowledge databases in the period 2008-2016, highlighted significant advances and critical issues about this topic. Only in the 11% of the analysed papers (a total of 115) there were installed instruments for measuring physical parameters other than rainfall. The implication was that, in most cases, the occurrence of landslides was forecasted considering exclusively a rainfall correlation, completely neglecting soil characteristics.

A reanalysis dataset (ERA5-Land) providing a consistent view of the evolution of land variables over several decades at an enhanced resolution has been used to evaluate the soil water content. Reanalysis combines numerical model data with observations from across the world into a globally complete and consistent dataset using the laws of physics. A comparison between in situ measurements with the results of the model has been carried out for two sites in Norway (Eidsvoll, Morsa catchmen) with 3 different vegetation types: grass, bush, tree. The results showed a good agreement between the modelled soil water content layer 2 and 3 (respectively representing 2 - 28 cm and 28 -100 cm depths) and, respectively, in-situ measurements at 30 and 50 cm depths.

Then, 15 Norwegian basins with moraine and peat covers and, previous landslide occurrences in the period 2009-2018, have been selected for correlations. Combinations of rainfall and soil water contents that triggered and not-triggered landslides have been analysed. Rainfall-soil water content thresholds have been defined for the selected basins highlighting the important role played by soil water content, together with rainfall, in triggering landslides. The use of the soil water content contributed to increase the performance of the thresholds and to reduce the uncertainties of landslide forecast.

This paper has been conceived in the context of the project "Klima 2050-Risk reduction through climate adaptation of buildings and infrastructure" http://www.klima2050.no/, and it is included into Work Package 3.3-Early warning systems.

 

How to cite: Piciullo, L. and Gilbert, G.: Definition of soil water content and rainfall thresholds for landslide occurrence, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-16688, https://doi.org/10.5194/egusphere-egu2020-16688, 2020.

EGU2020-20820 | Displays | NH3.11

Merging different resolution rainfall products to support landslide prediction over Nepal

Paul Smith, Wouter Buytaert, Jonathan Paul, and Simon Allen

Landslides within Nepal result both from human interventions, intensive rainfall and tectonic activity. This work presents the steps taken towards the development of a Territorial landslide early warning system (Te-LEWSs) for predicting the relative probability of the occurrence of precipitation driven landslides in the west of Nepal. Since precipitation triggers may be dominated by intense short periods of rainfall focus is given to testing the use of relationships between high resolution local observed precipitation, satellite data and Numerical Weather Models output in the development of the forecasting model. Our results show the relative importance of these alongside the significance of human activity when the model is compared against observed data sets.

How to cite: Smith, P., Buytaert, W., Paul, J., and Allen, S.: Merging different resolution rainfall products to support landslide prediction over Nepal, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20820, https://doi.org/10.5194/egusphere-egu2020-20820, 2020.

Landslides across the globe are mostly triggered by extreme rainfall events affecting infrastructure, transportation and livelihoods. The risks are rarely quantified due to lack of data, analytical skills and limited modeling techniques. Knowledge of local to global scale landslide risks provides communities and national agencies the ability to adapt disaster management practices to mitigate and recover from these hazards. In order to minimize the risks and improve characterization of community resilience to landslides, it is vital to have reliable information about the factors triggering landslides such as rainfall, well ahead in time.

Forecasting potential landslide activity and impacts can be achieved through reliable precipitation forecast models. However, it is challenging because of the temporal and spatial variability of precipitation, an important factor in triggering landslides. Evaluation of the precipitation field, associated errors, and sampling uncertainties is integral for development of efficient and reliable landslide forecasting and early warning system.

This study develops a methodology to assess the viability of using a precipitation field provided by a global model and its potential integration in the landslide forecasting system. The study focuses on the comparison between the IMERG (Integrated Multi-satellitE Retrievals for Global Precipitation Mission) and GEOS (NASA Goddard Earth Observing System)-Forecast product over contiguous United States (CONUS).  GEOS model assimilates new observations every 6 hours, at 00, 06, 12, and 18 UTC. The framework is tested on the GEOS-Forecast Model initialized at 00 UTC using daily IMERG early product as reference using both categorical and continuous statistics. The categorical statistics includes the probability of detection (POD), success ratio (SR), critical success index (CSI), and the hit bias. Continuous statistics such as correlation, normalized standard deviation, and root-mean-square error are also evaluated. Overall, GEOS-Forecast precipitation field over the analysis period (~1 year) show underestimation with respect to IMERG early for the daily accumulated rainfall. However, the probability distribution function and cumulative distribution function of both show similar patterns. In terms of correlations, POD, SR, CSI, hit bias, the performance varies with respect to the rainfall threshold used.

How to cite: Khan, S., Kirschbaum, D. B., and Stanley, T.: Assessing the viability of using GEOS-Forecast Product for Landslides Forecasting−A step toward Early Warning Systems, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20222, https://doi.org/10.5194/egusphere-egu2020-20222, 2020.

EGU2020-4328 | Displays | NH3.11

Potential of dNDVI-method for landslide detection in Norway

Erin Lindsay, Christy Rouault, Mads Fjeld, and Steinar Nordal

The Norwegian mass movements database contains over 33,000 registered snow avalanche and landslide events from the past 500 years and is used as an input for The Norwegian Landslide Early Warning System (LEWS). However, the usability of the database is limited by factors including a spatial bias towards transport systems and incomplete or missing information on landslide characteristics (including precise date, time or location). This has serious consequences for the definition of triggering thresholds. Sentinel-2 optical satellite data, with its frequent return period in Norway (up to three days) and relatively high resolution (10 m), could provide an alternative source of data on landslide occurrence to supplement ground-based observations and improve the information in the database.

This study examined the potential for using Sentinel-2 data to detect landslides with two approaches, using (i) a national-, and (ii) a local-survey. Both used the change in the vegetation index (denoted dNDVI) between pre- and post-event images, to identify a loss of vegetation as an indicator of landslide occurrence. Firstly, 30 well-documented landslides with a minimum volume of 1000m3 were extracted from the national database. The selected landslides occurred across all Norway between 2015 to 2017. They were searched for in Sentinel 2 images to give insight into how factors including season, slope angle, aspect ratio, land cover, landslide size influenced landslide detection using the dNDVI-method. Secondly, the same approach was applied to the Jølster area in Western Norway, where an extreme short intense rainfall event in the summer of 2019 (30 July 2019) triggered multiple landslides. For Jølster, landslides were mapped and then verified by field and helicopter observations.

For the national survey, the season was found to have the greatest effect on detectability. For spring and summer events the percentage of landslides detected was 70-75%, while for winter and autumn this dropped to 14-20%. The main reasons for non-detection were clouds, shadows, snow, and lack of green vegetation. The average acquisition window for detected events was 43.3 days. The Jølster case study represented ideal conditions for using the dNDVI-method, with a five-day acquisition window (almost cloud-free images available from two days pre-, three days post-event), low shadow, and green summer vegetation. The mapping process produced an inventory of 99 events, giving a significant increase from the 14 events registered in the database.

The results indicate that the dNDVI-method has good potential for landslide detection in late-spring and summer in Norway, however, it is not recommended later in autumn and winter. We believe that the dNDVI-method provides an option for gaining more information on the size and location of landslides, which at the present, are only registered as points in the database. For the Jølster case, this method showed a great improvement with respect to the current practice, both in terms of an increased number of landslides and spatial distribution. This suggests good potential for improving inventories of landslides, necessary in landslide hazard analyses and definition of landslide thresholds.

How to cite: Lindsay, E., Rouault, C., Fjeld, M., and Nordal, S.: Potential of dNDVI-method for landslide detection in Norway, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4328, https://doi.org/10.5194/egusphere-egu2020-4328, 2020.

EGU2020-9917 | Displays | NH3.11

LEWS2020 workshop on regional Landslide Early Warning Systems – experiences, progresses and needs

Michele Calvello, Graziella Devoli, Katy Freeborough, Stefano Luigi Gariano, Fausto Guzzetti, Helen J. Reeves, Manfred Stähli, and the LEWS2020 workshop participants

In January 2020, the Istituto di Ricerca per la Protezione Idrogeologica of the Italian National Research Council, the British Geological Survey, the Norwegian Water Resources and Energy Directorate, the Swiss Federal Institute for Forest, Snow and Landscape Research, and the University of Salerno - Italy have organised a 3-day workshop on regional Landslide Early Warning Systems (LEWS). The workshop, held in Perugia, Italy, follows a previous meeting held in Oslo, Norway, in October 2016. The main aims of the initiative are: to collect experiences from worldwide invited experts involved in the design, the development, the operation or the analysis of LEWS, and to exchange knowledge, experiences, challenges and best practices.

The first day of the workshop is dedicated to presentations from identified participants on specific topics relevant for the optimal design, implementation, and operation of global, national and regional LEWS. This is followed by a long discussion session, aimed at addressing many of the issues that are relevant for regional LEWS, including system performance, warning communication and involvement of the stakeholders. The second day is organized around four round tables on the following four topics: (i) data; (ii) landslide forecast models; (iii) warning models; (iv) scope, management structure, stakeholder involvement, and communication. The third day is focused on summarizing and formalizing the main issues discussed in an open document to be later shared with colleagues interested in LEWS.

The final purpose of the workshop is to establish and consolidate a community of experts in LEWS and to build relationships with other communities (e.g., meteorologists, climate scientists, communications scientists). This will help to level up the quality of both theory and practice, and to define standards in early warnings in order to provide timely advisories and to initiate emergency responses to landslides (particularly rainfall-induced) avoiding or reducing life and economic losses. The main outcomes of the workshop, the most debated issues, and the key recommendations included in the open document will be presented and shared.

How to cite: Calvello, M., Devoli, G., Freeborough, K., Gariano, S. L., Guzzetti, F., Reeves, H. J., Stähli, M., and LEWS2020 workshop participants, T.: LEWS2020 workshop on regional Landslide Early Warning Systems – experiences, progresses and needs, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9917, https://doi.org/10.5194/egusphere-egu2020-9917, 2020.

Soil thickness has a great importance in many processes such as slope stability, seismic local effects, landscape evolution, soil moisture distribution. It is a fundamental parameter in many environmental models. In local scale applications, direct or indirect measurements can be easily used to accurately measure soil thickness. Nevertheless, in large scale applications, it is often difficult to obtain a reliable distributed soil thickness map and existing methods have been applied only to test sites with shallow soil depth. In this research, we cope with this limitation showing a first attempt to test the applicability of some state-of-the-art soil thickness models in a test site characterized by a complex geological setting and soil thickness values extending from zero to forty meters. Two different approaches were used to derive distributed soil thickness maps: a modified version of the Geomorphologically Indexed Soil Thickness (GIST) model, purposely customized to better take into account the peculiar setting of the test site, and a regression performed with a machine learning algorithm, the Random Forest (RF), combined with the geomorphological parameters of GIST. The proposed models are implemented in a geographic information system environment on a pixel-by-pixel basis. Finally, validation quantifies errors of the two models and a comparison with geophysical data is carried out. The results showed that the GIST model is not able to fully grasp the high spatial variability of soil thickness of the study area: mean absolute error was is 10.68 m with 7.94 m standard deviation, and the frequency distribution of residuals showed a proneness to underestimation. In contrast, RF returned a better performance (mean absolute error is 3.52 m with 2.92 m standard deviation), and the derived map could be considered to be used in further analyses to feed models that require a distributed soil thickness map as a spatially distributed input parameter.

How to cite: Xiao, T., Yin, K., Yang, B., and Liang, X.: Geomorphology-based methods of generating soil thickness map in a section of Wanzhou County, Three Gorges reservoir, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1771, https://doi.org/10.5194/egusphere-egu2020-1771, 2020.

EGU2020-2093 | Displays | NH3.11

Application of a dynamic terrestrial landslide early warning system in a wide high-voltage transmission line coverage area

Shuhao Liu, Kunlong Yin, Yiyue Zhang, Ting Xiao, and Wei Lin

The power grid is one of the most important lifeline projects in modern society. However, the complex transmission network was fixed to the ground through millions of transmission towers, which were inevitably being affected by various types of geohazard. The failure of local facilities may further cause large-scale power outages, leading serious social impact and economic loss. From this perspective, this study aims to develop a territorial landslide early warning system (Te-LEWS) for the high-voltage transmission line coverage area by introducing a novel method, combining landslide inventory and susceptibility maps, rainfall thresholds and real time rainfall forecast, transmission tower vulnerability analysis and GIS-based dynamic alert system. To this objective, the power grid system consisting of over 130,000 high-voltage transmission towers and covering an area of 7 provinces in China was selected as study objective to conducted susceptibility mapping with different classification methods (information value, random forest and support vector). The rainfall threshold of each county was calculated through analyzing a 7 consecutive day rainfall data for the major historical landslide event. Instead of an ordinary landslide risk assessment practice within the transmission line coverage area, this study mainly focuses on the landslide risk over transmission towers and tries to generate an risk assessment result over a specific risk bearing element with linear distribution characteristic, in this case the electricity transmission lines. With real-time predicted rainfall value as input variable, a dynamic landslide warning system was established on a pixel basis, to identify the transmission towers that are potentially vulnerable to landslide disasters. The performance of the proposed Te-LEWS system were validated through the historical rainfall data and the landslides events from 2015-2019, to gain a comprehensive evaluation on its warning accuracy. Results suggest that the system has a high warning success rate and the false alarm was significantly reduced. In such case, the proposed To-LEWS would greatly support the grid authorities in reducing disaster risks and retrieving huge economic loss. The study shed a new light on the risk analysis method of a specific linear distributed risk bearing element towards geohazard, to demonstrate its potential over wide areas, an application to a huge area in China was shown and discussed.

Keywords: Landslides; GIS; early warning system; disaster risk reduction; high-voltage transmission line

How to cite: Liu, S., Yin, K., Zhang, Y., Xiao, T., and Lin, W.: Application of a dynamic terrestrial landslide early warning system in a wide high-voltage transmission line coverage area, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2093, https://doi.org/10.5194/egusphere-egu2020-2093, 2020.

The Three Gorges Reservoir area (TGRA) is one of the most landslide-prone areas in China. Landslide prediction is important for the mitigating of geohazards and it is also an essential component for developing landslide early warning systems. In the TGRA, the preparatory, triggering and controlling factors of landslides are very diverse. The local geological conditions and variations in the controlling factors result in pulsed movements of landslides, the so-called “step-like” deformation of landslides. Most of the existing predictive models are based on a single algorithm including static models and dynamic models. This study proposes an Ensemble model combined with a static model and a dynamic model which combined the advantages of the two models for landslide displacement prediction.

Based on displacement monitoring data of the Shengjibao landslide in the Three Gorges Reservoir area(TGRA), which is not a typical “step-like” landslide but with the “step-like” characteristic in its displacement-monitoring curve, long short-term memory neural networks (LSTM) model, support vector regression (SVR) model and an Ensemble model based on LSTM model and SVR model were proposed to predict its displacement. Moving average methods (MAM), were used to decompose the cumulative displacement into two parts: trend and periodic terms. The single-factor LSTM model and the single factor SVR model were proposed to predict the trend terms of displacement. Multi-factors LSTM model and multi-factors SVR model were proposed to predict the periodic terms of displacement. Precipitation, reservoir water level, and previous displacement are considered as the candidate factors for the multi-factors LSTM model and the multi-factors SVR model predictions. Meanwhile, an Ensemble model combined with the LSTM model and the SVR model was also proposed to predict the decompositions of displacement.

The results show that the LSTM model and the SVR model display good performance, the Ensemble model outperforms the other models, and the prediction accuracy can be improved by considering advantages from different models.

How to cite: Jiang, H., Yin, K., and Glade, T.: Displacement prediction of Shengjibao landslide based on an ensemble model in Three Gorges Reservoir Area, China, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9478, https://doi.org/10.5194/egusphere-egu2020-9478, 2020.

Landslides along river, lake, reservoir and ocean shorelines may trigger impulse waves when they slide into the water body with a high velocity. This secondary process can extremely expand the area threatened by the landslide beyond its primary impact zone. Since the impoundment of the Three Gorges Reservoir in 2003, several landslides have caused huge property damage and several casualties due to an insufficient understanding of and reaction to impulse waves as a secondary process in landslide disaster risk management. This contribution aims to provide an integrative approach for risk perception and mitigation of a local landslide considering impulse waves as a secondary disaster risk.

Jiuxianping landslide is located in the middle part of the Three Gorges Reservoir in China. Featuring a large thick layer of rock slope, the elevation of the landslide ranges from 95 to 385 m a.s.l., and the volume is approximately 5.7×107 m3. The trailing edge of the landslide appeared as a more than 100 meters transverse tensile crack with an opening width of at least 25 cm in 2008, leading to damaged housing. The landslide stability is strongly influenced by rainfall and the reservoir water level. More than 300 people still live at the landslide site and there is a shipyard in operation at its toe.

As a new perspective to detect secondary disasters, the areas with the highest risk and probability of damage under different conditions were estimated using an auto search function in GeoStudio and the Morgenstern-Price method. Then, we simulated the landslide runout as well as wave generation and propagation using Tsunami Squares to predict the risk intensity and impact area of the generated impulse waves. Lastly, we evaluated the warning levels for different scenarios and proposed the area restricted for navigation at corresponding warning levels. Our case study demonstrates the necessity and the importance of considering secondary disaster risks such as impulse waves in landslide early warning system.

How to cite: Zhang, Y., Yin, Y., Evers, F., and Liang, X.: Landslide Early Warning Systems Considering Impulse Waves – a Case Study of the Jiuxianping Landslide in the Three Gorges Reservoir Area, China, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9959, https://doi.org/10.5194/egusphere-egu2020-9959, 2020.

EGU2020-9725 | Displays | NH3.11

Early warning and risk perception of landslide hazard chain in the Wu Gorge, Yangtze River, China

Xin Liang, Kunlong Yin, Lixia Chen, Juan Du, Ting Xiao, and Yiyue Zhang

More than 2500 landslides in the Three Gorge Reservoir (TGR) region are affected by reservoir impoundment and seasonal water fluctuation since 2003, accounting for huge property loss and remaining a great threat to the local residents. In order to detect these landslides with potential threat, a series of early warning systems (EWS) at different scales of analysis were installed in this area, and have gained significant consequences in issuing alarm information. However, some catastrophic landslide, e.g., Hongyangzi landslide and Gongjiafang landslide, indicating that landslides in the TGR area should be considered as disaster chains, as the landslide-induced waves may have more serious influences. Therefore, it is necessary to carry out a prospective risk perception about landslide-induced wave based on the existing early warning. This paper aims to assess the risk of impulsive wave in the TGR with a quantitative method, and a new perspective about risk mitigation is proposed with the purpose of controlling the size of the surge. The risk assessment method mentioned is applied to Ganjingzi landslide, a typical colluvial landslide in the Wu Gorge, activating by reservoir impoundment and fluctuation. The EWS installed indicates that the landslide undergoes a retrogressive evolution, and local failure of the strong-deformation area will decrease the stability of the landslide and induce the movement. By preforming Tsunami Squares method, potential waves generate by Ganjingzi landslide with different failure situations are simulated. The quantitative risk analysis is carried out with the consideration of both sailing and moored vessels in the Yangtze River. The result reveals that impulse wave induced by the strong-deformation area causes the maximum economic loss, of about 0.59 million USD. Moreover, a new risk mitigation measure is designed to lower the speed of landslide intrusion into the reservoir. Compared with the traditional control measure that only use anti-sliding piles (about 21.4 million USD), reducing the load around the trailing edge of landslide and settling anti-sliding piles in the strong-deformation area (about 3.5 million USD) is more economical and effective. Overall, the proposed method for risk assessment and mitigation may provide a basis for the risk management of geological hazards and early warning in the other reservoir areas with similar geological conditions and environmental backgrounds.

How to cite: Liang, X., Yin, K., Chen, L., Du, J., Xiao, T., and Zhang, Y.: Early warning and risk perception of landslide hazard chain in the Wu Gorge, Yangtze River, China, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9725, https://doi.org/10.5194/egusphere-egu2020-9725, 2020.

EGU2020-15745 | Displays | NH3.11

Rainfall-type landslide prediction based on landslide mechanism

Wei Lin, Kunlong Yin, Yuanyao Li, and Ye Li

In general the determination of landslide rainfall threshold is mainly based on the empirical statistics of historical landslide disaster and rainfall. However, which often results in unsound prediction accuracy of regional rainfall-type landslide due to neglecting the difference effect of rainfall on diverse types of landslide disaster. In order to obtain accurate critical threshold of rainfall inducing landslides, based on the influence of rainfall on landslide mechanism and hydrological, in this paper a precise geological model is established and the soil water, ground water level and slope position shift of the landslides are monitored in real-time. By coupling the simulation results with the relationship between rainfall process and slope deformation, the regulation of slope failure induced by rainfall is discussed. The results indicate that a cumulative rainfall of 150 mm can make the landslide fully saturated, and generate the overall landslide instability along the soil-rock interface. Moreover, when the cumulative rainfall reaches 90 millimeter and lasts for more than 3 days, the displacement of bedding rock landslide exceeds 10 cm. This may because of the deterioration of the mechanical properties and the increase of the pore water pressure caused by the rainfall infiltration. The prediction criteria for landslide instability established from mechanism analysis can provide a theoretical basis for accurate prediction of rain-sensitive landslides.

How to cite: Lin, W., Yin, K., Li, Y., and Li, Y.: Rainfall-type landslide prediction based on landslide mechanism, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-15745, https://doi.org/10.5194/egusphere-egu2020-15745, 2020.

EGU2020-20946 | Displays | NH3.11

Real-time monitoring and early warning of transmission tower foundations under landslide disasters

ChenChen Huang, Kunlong Yin, and Xin Liang

The Ultra High Voltage (UHV) power grids in China are playing an important role of large-region power supply, contain long-distance interconnected channels that have to span a variety of different geomorphic units. However, geological disasters around transmission lines can threaten the reliability of UHV system. Landslides, one of the most common geological disasters in China, can affect the stability of transmission towers by shearing their foundations or involving them to move overall. Once a power tower is destroyed catastrophically, it may lead to widespread power outages, which can result in serious social adverse effects and huge economic losses. This paper presents a multi-technology early warning system for monitoring landslide deformation and observing transmission tower stability. In this system, there are three categories of monitoring information, including landslide displacement, external hydrological conditions and the stability of tower, integrated that are critical to predicting slope stability. To implement this system, a variety of techniques are employed. Firstly, advanced aviation technologies, such as Interferometric Synthetic Aperture Rader (InSAR) and unmanned aerial vehicle (UAV) are used to monitor the overall deformation of the landslide. Absolute surface displacement, subsurface displacement and relative displacement of cracks are recorded by the Global Navigation Satellite System (GNSS), deep inclinometer cooperating with optical fiber sensors and surface crack meters respectively. Second, the two main factors influencing landslide deformation, rainfall and underground water level, are observed by rain gauge and pressure gauge respectively. Third, in order to evaluate the stability of tower, earth pressure sensors are installed on the four foots of the tower foundation and pylon inclinometer is installed on the tower body. This system has been applied to the Doupozi landslide, where a tower of 500KV Shen-wan UHV line is located. Compared with that of traditional methods, the recording process of the multi-technology system is automatic and continuous, which can save human resource cost. Besides, the integrated monitoring data obtained from this system can be used to analyze the interaction between geological disasters and power towers. The multi-technology early warning system is also suitable for risk mitigation of transmission lines, oil and gas pipelines, highways, railways and other linear projects in mountainous areas.

How to cite: Huang, C., Yin, K., and Liang, X.: Real-time monitoring and early warning of transmission tower foundations under landslide disasters, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20946, https://doi.org/10.5194/egusphere-egu2020-20946, 2020.

For the recent years, highway safety control under extreme natural hazards in China has been facing critical challenges because of the latest extreme climates. Highway is a typical linear project, and neither the traditional single landslide monitoring and early warning model entirely dependent on displacement data, nor the regional meteorological early warning model entirely dependent on rainfall intensity and duration are suitable for it. In order to develop an efficient early warning system for highway safety, the authors have developed an early warning method based on both monitoring data obtained by GNSS and Crack meter, and meteorological data obtained by Radar. This early-warning system is not each of the local landslide early warning systems (Lo-LEWSs) or the territorial landslide early warning systems (Te-LEWSs), but a new system combining both of them. In this system, the minimum warning element is defined as the slope unit which can connect a single slope to the regional ones. By mapping the regional meteorological warning results to each of the slope units, and extending the warning results of the single landslides to the similar slope units, we can realize the organic combination of the two warning methods. It is hopeful to improve the hazard prevention and safety control for highway facilities during critical natural hazards with the progress of this study.

How to cite: Xiao, R.: Development of early warning system for linear engineering - a case study on highway in Sichuan, China, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22475, https://doi.org/10.5194/egusphere-egu2020-22475, 2020.

This study is to analyze the evacuation behavior of residents living in the mountainous area and predict landslide disasters during heavy rain. 70% of Japan has are mountainous areas, and landslide disasters have occurred due to heavy rains caused by typhoons and heavy rainfall, etc. the annual average amount of damage caused by landslide disasters is 1000 in recent years. Also, landslide disaster warning information and evacuation information are important, it is difficult to predict landslide disasters, however, if we issued the evacuation advisory when the disasters already happened, there will be not enough time for the evacuation. In order to protect residents from such disasters, it is important to clarify "what information is effective for evacuation" and "when should those information be released?" Therefore, we conducted a survey on the residents in the mountainous areas which suffered from the heavy rain disaster in 2017 and analyzed the answers.

As a result, some residents evacuated before the evacuation information was issued. Because some landslide disasters occurred even before the first evacuation information was transmitted, and they felt danger. This result shows that the early information based on the prediction of the disasters is important in mountainous areas.

Therefore, we suggested a method for predicting landslide disasters, the method uses a rainfall and runoff tank model with high reproducibility and robustness of geological characteristics and uses the cumulative rainfall at the time of disaster occurrence as an index. As a result, this model predicted the occurrence of the landslide disaster 3 hours earlier by using forecasted rainfall. it is an effective method.

How to cite: yoo, H., koyama, N., and yamada, T.: A Study on Parameters of Rainfall Runoff Model and The Prediction Method of Landslide Disaster in Mountainous Area, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18893, https://doi.org/10.5194/egusphere-egu2020-18893, 2020.

EGU2020-19449 | Displays | NH3.11

Exploration of the characteristics of landslide triggering rainfall using rain gauge and numerical weather prediction for Yogyakarta and Central Java, Indonesia

Ratna Satyaningsih, Ardhasena Sopaheluwakan, Danang Eko Nuryanto, Tri Astuti Nuraini, Arif Rahmat Mulyana, Rokhmat Hidayat, Mohammad Dedi Munir, and Victor Jetten

The existing Landslide Early Warning System (LEWS) for Indonesia was developed using rainfall thresholds, which were derived from the relationship between rainfall inducing landslides and landslide events in the past. The system utilized the median values of 1-day and 3-day cumulative observed rainfall for determining the threshold and a relatively limited number of landslide events throughout Indonesia during the period of the system development. The system employed a single set of threshold values for all regions despite the possibility of differences in rainfall intensity characteristics for each region. For prediction, the system used rainfall data derived from satellite products and rainfall forecast data with a spatial resolution of 0.25° x 0.25°, which is not adequate for catchment-scale landslide analysis.

 

We attempt to improve the LEWS by applying a statistical approach based on rainfall intensity and duration for a longer time-series of data set. Instead of determining the thresholds for national scale, we focus on the Special Region of Yogyakarta and surrounding cities in Central Java which are prone to landslides but have high population density. In addition to that, we also perform preliminary exploration of the potential of the output of high-resolution numerical weather prediction in simulating the rainfall inducing the landslides for several historical landslide events. This study is part of a project called BILEWS, a Blueprint for an Indonesian Landslide Early Warning System, which aims to develop threshold for landslides and debris flows as the basis for early warning to be applied at several test sites in Java, using tailored rainfall data, combined with empirical and physically-based hydrological and landslide models, as well as historical landslide data.

How to cite: Satyaningsih, R., Sopaheluwakan, A., Nuryanto, D. E., Nuraini, T. A., Mulyana, A. R., Hidayat, R., Munir, M. D., and Jetten, V.: Exploration of the characteristics of landslide triggering rainfall using rain gauge and numerical weather prediction for Yogyakarta and Central Java, Indonesia, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19449, https://doi.org/10.5194/egusphere-egu2020-19449, 2020.

EGU2020-13530 | Displays | NH3.11

Landslide physical vulnerability assessment using susceptibility map with hazard level-based rainfalls: a case study to Busan, Korea

Ji-Sung Lee, Yong-Soo Ha, Chang-Ho Song, Hyo-Sub Kang, and Yun-Tae Kim

Most of landslide and debris flow take place during rainy season (June-September) in Korea. It is well known that rainfall is one of the most significant triggering factors in Korea. The mountainous area is composed of about 70%, which is a terrain where slope disaster can occur frequently. In addition, there is a great exposure to slope disaster due to rapid urbanization. The main objective of this paper is to assess landslide physical vulnerability using susceptibility map with hazard level-based rainfalls for urban area in Busan, Korea. Firstly, we computed rainfall thresholds for different hazard levels by using a quantile-regression method based on 258 landslide occurrence data from 1999 to 2019. Secondly, the combined landslide susceptibility map was developed according to hazard level-based rainfalls using both physical-based model and statistical-based model. To assess the vulnerability, source area were extracted from landslide high potential area based on the combined susceptibility map. The extracted source area is used to evaluate the propagation of debris flow. Affected building of debris flow was calculated using propagation results of debris flow. Physical vulnerability assessment was carried out using the affected building of debris flow from the analysis of the propagation of debris flow. Finally, vulnerability index (0 to 1) were categorized and evaluated by the degree of damage of the building. The proposed techniques can sufficiently contribute to protect of human causalities, property loss and also diminish the risk from landslides.

How to cite: Lee, J.-S., Ha, Y.-S., Song, C.-H., Kang, H.-S., and Kim, Y.-T.: Landslide physical vulnerability assessment using susceptibility map with hazard level-based rainfalls: a case study to Busan, Korea, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13530, https://doi.org/10.5194/egusphere-egu2020-13530, 2020.

NH3.12 – Landslides and Soil Erosion in a Changing Climate: Analysis, Trends, Uncertainties and Adaptation Solutions

EGU2020-9327 | Displays | NH3.12 | Highlight

Impacts of future land cover and climate changes on landslide susceptibility. Results obtained from regional-scale modelling in the Pyrenees.

Marcel Hürlimann, Vicente Medina, Zizheng Guo, Carol Puig-Polo, Antonio Lloret, and Jean Vaunat

Future environmental changes will strongly affect the occurrence of rainfall-induced landslides in mountainous regions. In our ongoing study, we focus on the effects of climate changes as well as land use and land cover (LULC) changes on shallow slope failures in the Pyrenees. For this reason, a physically-based susceptibility model was developed, which calculates the landslide susceptibility at regional scale. The model merges two different approaches for the calculation of pore fluid pressure and also includes the option of defining the values of input parameters stochastically.

The model was validated using landslide inventories from two different study areas located in the Central and Eastern Pyrenees. One is the inventory of historic shallow slides and debris flows in Andorra country. The other one is the inventory of the catastrophic landslide episode in Val d’Aran area in June 2013, which includes 393 landslide initiation points. The susceptibility modelling of these two validation cases produced acceptable results and showed that our physically-based model is producing consistent stability conditions.

In the next step, the future LULC and climate changes until the end of the 21th century were simulated for Val d’Aran study area. The LULC changes were determined with the IDRISI TerrSet software suite, while the climate changes were obtained from the ensemble of regional climate models using RCP 4.5 and 8.5 scenarios. The results of the susceptibility modelling showed that the impacts of future LULC changes increase the overall stability because of the larger area of forest and shrubs (and consequently higher cohesion due to root strength). In contrast, the impact of future climate changes, which was principally incorporated by higher rainfall intensity, reduced the overall slope stability. However, when we compared the impacts of both future changes, the results showed that the influence of the vegetation expansion is more important than the effect of higher rainfall intensity. Therefore, the overall stability conditions in the study area seem to slightly improve in the future.

As always in such studies, there are many uncertainties in the input data and additional simulations are necessary to confirm the observed trends. Nonetheless, the outcomes provide helpful information for researchers and practitioners that deal with the impacts of future changes on landslide susceptibility in mountainous regions.

How to cite: Hürlimann, M., Medina, V., Guo, Z., Puig-Polo, C., Lloret, A., and Vaunat, J.: Impacts of future land cover and climate changes on landslide susceptibility. Results obtained from regional-scale modelling in the Pyrenees., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9327, https://doi.org/10.5194/egusphere-egu2020-9327, 2020.

EGU2020-3358 | Displays | NH3.12

Towards a dynamic landslide susceptibility assessment: evaluation of a novel climate-related variable

Irene Corno, Corrado Camera, Greta Bajni, Stefania Stevenazzi, and Tiziana Apuani

The Mont Cervin and Mont Emilius Mountain Communities (Aosta Valley, North-West Italy) are particularly predisposed to shallow landslide phenomena due to their morphological and geological characteristics. In addition, short intense rainfalls, which are considered one of the main landslides triggering factors, are expected to increase over the Alpine region due to climate changes. This study was carried out to provide a potentially dynamic landslide susceptibility map, adaptable to these changes, for the two Communities (total area 670 km2). To achieve this goal, the susceptibility analysis was set up on a statistical basis, using the Logistic Regression method. The objectives of this study were:

For the period 1990-2018, 293 dated records of shallow landslides were extracted from the Landslide Regional Database. For non-landslide points, two sampling algorithms (Random and Stratified Sampling) and different sample sizes (from a minimum of one to a maximum of three times the number of landslide points) were evaluated. For the same period, the precipitation and temperature data were obtained from the time series available in Regional archives. The relationships between the triggering of landslides and the characteristics of the preceding precipitation (e.g., amount and intensity for durations ranging from 0.5 hours to 30 days) were studied using graphs and correlation indices, to determine the climatic variable to be used in the statistical analysis. Other geological-environmental data (e.g. elevation, land use, lithology) were downloaded from the Regional geoportal and then processed in a GIS environment to obtain traditional predictive variables. Logistic Regression analysis was implemented in SPSS. The models were evaluated through the confusion matrix, optimized keeping only the statistically significant variables, and validated through a 70% (training) - 30% (test) subdivision of the input data and the calculation of the Area Under the Curve (AUC values). The climatic variable was expressed in terms of the average annual number of exceedances of a rainfall intensity-duration landslide-triggering threshold, validated for the study area. The optimal sample of non-landslide points was obtained through Random Sampling and is equal to 1.15 times the number of landslide points. Statistically significant predictors were altitude, land use, slope and exceedances of the threshold. Applying the optimized model (discriminating probability 0.5), the true positives reached the 89.6% and 88.9% on training and test points, respectively. The resulting AUC values ​​for the training and test curves are 83.1% and 82.1%, respectively. Both indicators show that the model is robust and has good predictive power. The susceptibility map obtained from the developed model was reclassified through the geometrical interval method and 93% of the landslides fell into the high and very high susceptibility classes.

How to cite: Corno, I., Camera, C., Bajni, G., Stevenazzi, S., and Apuani, T.: Towards a dynamic landslide susceptibility assessment: evaluation of a novel climate-related variable, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3358, https://doi.org/10.5194/egusphere-egu2020-3358, 2020.

EGU2020-20083 | Displays | NH3.12 | Highlight

Snowmelt influence in shallow landslides

Renzo Rosso, Maria Cristina Rulli, Mattia Galizzi, Davide Danilo Chiarelli, and Daniele Bocchiola

Mass wasting is a major landform shaping process in mountainous and steep terrains, and Italy is among the most affected countries in Europe. Lombardia region has 130.450 landslides mapped, covering an area of 3.300 km2 (i.e. 7.2% of the regional area). The 41% of landslides in Lombardia are rapid mass movements involving shallow soils, occurring mainly in the Alps and Fore-Alps. Many shallow landslides (SLs) result from infrequent meteorological events, inducing unstable conditions, or accelerate movements on otherwise stable slopes. In mountainous areas such as the Alps of Lombardia region, snowmelt concurs with rainfall intensity, and duration in setting the hydrologic conditions favorable to the occurrence of SLs. However, snowmelt contribution to SLs triggering is little investigated hitherto.  In regions experiencing seasonal snowmelt in spring and summer, melting water thereby could decrease the intensity and duration of rainfall needed for SL initiation, or even lead to LSs in dry weather conditions.  

Under the umbrella of the project MHYCONOS, a project founded by Fondazione CARIPLO, we developed a robust, and parameter wise parsimonious model, that mimics the triggering mechanism of shallow landslides by accounting for the combined effect of precipitation duration and intensity in, and snowmelt at thaw. The model is applied to the case study of Tartano basin, paradigmatic of SLs in the Alps of Lombardia, where in July 1987 a SL event produced 30 fatalities.

Our results show that about 37% of the Tartano Basin slopes display unstable condition, and more than 50% therein is influenced by soil moisture variation. Using a traditional (i.e. rainfall based) approach, occurrence of shallow landslides is predicted only during rainy periods, mainly October and November. In contrast, when including snow melt, the model mimics failures potentially also during April and May, when melting rate is the highest, and may increase triggering potential of rainfall. Currently, our efforts are aimed to conduct interviews and construct temporally based datasets, where occurrences of snow melt driven failures can be evidenced.

Risk perception by population may change, and public authority may be prepared to implement emergency plans in order to prevent injuries, causalities and damages to infrastructures also during spring time, when shallow landslides may occur in response to fast snow melt, even during clear sky days, in lack of precipitation.

 

How to cite: Rosso, R., Rulli, M. C., Galizzi, M., Chiarelli, D. D., and Bocchiola, D.: Snowmelt influence in shallow landslides, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20083, https://doi.org/10.5194/egusphere-egu2020-20083, 2020.

EGU2020-21500 | Displays | NH3.12

Technical solutions for landslide risk mitigation with law impact on landscape

Evelina Volpe, Diana Salciarini, and Elisabetta Cattoni

Landslide risk mitigation that takes into account the safeguarding of environmental landscape involves several technical difficulties. However, at present, it is fundamental to identify sustainable technical and economic solutions in order to preserve the Italian areas characterized by an undoubted landscape and environmental heritage.

In most cases, landscape is deeply and destructively hit both when a landslide occurs, both when countermeasures for its mitigation are taken. Indeed, traditional technical solutions to increase slope safety are often costly and very impacting on natural environment and landscape. A possible alternative for improving slope stability is based on the use of non-invasive naturalistic engineering techniques [1]. Such solutions have a low impact on landscape and natural environment, conserving landscape identity and characteristics. Unfortunately, nowadays the use of these solutions is limited, since they suffer of a lack of rational approaches that quantify their stabilizing action. To overcome such constraint, we carried out a numerical study to evaluate the efficiency of remedial works based on naturalistic engineering to improve slope stability, considering a wide range of ideal slopes and different combinations of pre- and post- conditions (geometry, materials, types of soil protection solutions, etc.). As shown by the results of the stability analyses, in all the cases considered, the adopted naturalistic engineering techniques are able to increase the level of safety of the slopes with a very limited impact on the natural environment and landscape, due to the use of natural materials for the construction.

In this work we present a summary of the main techniques adopted in the field of naturalistic engineering. After introducing the methods generally used in evaluating the slope stability, the role played by vegetation in the mitigation of hydrogeological instability will be presented, with particular reference to the mechanical effect exerted by the plant roots which typically increases the soil shear strength. Then, the numerical study carried out to quantify the stabilizing effects deriving from the presence of vegetation will be shown, together with the main results obtained. Finally design indications for the application of non-invasive reinforcement techniques are presented.

 

Acknowledgements: The activities by the second Author have been carried out thanks to the PRIN2015 project "Innovative Monitoring and Design Strategies for Sustainable Landslide Risck Mitigation".

How to cite: Volpe, E., Salciarini, D., and Cattoni, E.: Technical solutions for landslide risk mitigation with law impact on landscape, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21500, https://doi.org/10.5194/egusphere-egu2020-21500, 2020.

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 2020, Online, 4–8 May 2020, EGU2020-4546, https://doi.org/10.5194/egusphere-egu2020-4546, 2020.

EGU2020-22030 | Displays | NH3.12

Swelling clayey soils promote slope instability in the Muhunguzi watershed, western Burundi

Bruno Delvaux, Clairia Kankurize, and Gervais Rufyikiri

In Burundi, landslides are frequent on the western slope of the Congo-Nile ridge. Unfortunately, they are poorly studied and understood despite their deadly consequences. Previous reports have suggested that slope steepness, lithology and clay soils expose this slope to landslides, while heavy and intense rainfall is a trigger. However, the role of soil in the vulnerability of this specific slope to landslides is unknown. Here we investigate on soil characteristics involved in land sliding in this area.

We selected and sampled black and red soils in two Muhunguzi landslides. We determined the soil plasticity from Atterberg limits as well as the particle size distribution. In addition, we measured the soil weathering stage, and further identified the clay minerals from measuring the cation exchange capacity of the clay fraction and analyzing clay samples with X-ray diffraction (XRD).

Both the black and red soils are moderately weathered since TRB values in the B horizons range between 330 and 425 cmol(+) kg-1. The soils are loamy clayey to clayey (% clay: 33-55%), and contain high charge clay minerals. They do not differ in their Atterberg limits, which classify the soils as medium plasticity soils in the Casagrande plasticity diagram. Our data further show that both soils have a medium swelling potential. XRD show that the clay fraction consists of kaolinite and smectite and/or vermiculite. The latter 2:1 clay minerals are expandable and swelling clays, respectively. They give these two soils their plasticity and swelling properties. These two properties play an important role in the mechanical behavior of water-saturated soils. Indeed, swelling reduces soil cohesion while the plasticity index and the liquidity limit vary inversely with the internal angle of friction of the soil; cohesion and internal angle of friction being the fundamental parameters of the soil shear resistance. In addition, the soil mantle covers a hard schistose rock whose declivity is parallel to the soil surface slope. Thus, after intense rainfall during the wet season, the water-saturated soil reaches a level of liquidity sufficient to favor a landslide, all the more easily if the slope of the hard rock is inclined in the direction of the gravity flow.gru

How to cite: Delvaux, B., Kankurize, C., and Rufyikiri, G.: Swelling clayey soils promote slope instability in the Muhunguzi watershed, western Burundi, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22030, https://doi.org/10.5194/egusphere-egu2020-22030, 2020.

EGU2020-5703 | Displays | NH3.12

Daily rainfall above 75mm is a major trigger to landslides in the Muhunguzi, western Burundi

Clairia Kankurize, Gervais Rufyikiri, and Bruno Delvaux

Located in the East African Rift Valley, western Burundi is often threatened by landslides during the rainy season. Damage can be seen both in the mountains, the sites of the landslides, and in the plain where sediments are deposited: environmental degradation, loss upstream and downstream of cultivated land, destruction of infrastructures, loss of life, waterborne diseases, floods of streams laden with sludge and stones torn off during landslides... The magnitude of these shifts justifies the need for studies to understand the factors that cause this part of Burundi to be vulnerable to landslides.

Here we highlight the relationship between the environmental context and the process of landslides in this region. To analyze the impact of geomorphological, geological, soil and climatic conditions as well as anthropogenic factors, we carried out an inventory of landslides in the Muhunguzi watershed, a survey of the local population and an analysis of rainfall over the period 1935-2014.

Of 7 Muhunguzi sub-watersheds with a total area of 21.2 km2, 43 landslides were identified, 29 of which were on a single sub-watershed. Most landslides were shallow. Geomorphology was characterized by steep escarpments interspersed with valleys. The landslides were located on the lower slopes and most affected the rivers. The lithology was dominated by shale inclined parallel to the slope. Landslides were located on rocky, black or red soils, identified as Nitisols. The majority of landslides occurred on cultivated fields. Daily precipitations ranging between 75mm and 100mm with a return period of 5.3 years are strongly correlated to shallow landslides in the studied area. Such intense daily rain thus appears here as a major trigger to these landslides. In addition, relief, geological and soil conditions are predisposing factors while population density and the resulting land pressure worsen land instability.

We conclude that further studies are needed to understand the impact of soil processes and human activity in order to identify adequate management practices preventing landslides in Muhunguzi area.

How to cite: Kankurize, C., Rufyikiri, G., and Delvaux, B.: Daily rainfall above 75mm is a major trigger to landslides in the Muhunguzi, western Burundi, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5703, https://doi.org/10.5194/egusphere-egu2020-5703, 2020.

EGU2020-2237 | Displays | NH3.12

Prediction of landslide susceptibility using Hybrid Support Vector Regression (SVR) with metaheuristic algorithms

Lee Saro and Mahdi Panahi

EGU2020-22249 | Displays | NH3.12 | Highlight

Climate change and landslides: introducing a thermo-hydro-mechanical approach

Gianvito Scaringi

Global warming will alter the frequency and patterns of landslides, increasing the risk to populations, infrastructures, and ecosystems in many regions of the world. Scientists draw this prediction mainly from expected changes in precipitation, ice covers, sea level, and land uses. The direct role of soil temperature is usually neglected, even though changes in patterns of temperature – propagating from the surface to depths of several metres – can alter the strength, permeability, water retention capacity, and other properties of various soils. This has been demonstrated, for instance, for active clays subjected to heating while addressing specific engineering problems, such as the long-term storage of radioactive waste in deep geological repositories.

In an ongoing project, we attempt to apply an advanced thermo-hydro-mechanical soil model – based on the theory of hypoplasticity and accounting for various coupled behaviours – to perform slope stability analyses in clayey soils. By this model, we can reproduce complex hydro-mechanical responses caused by changes of temperature, including effects on water pressures, water retention, and swelling or shrinkage. We plan to carry out short- and long-term parametric analyses under climate scenarios, to compare the direct role of temperature with that of other types of forcing (such as changes in precipitation). This way, we expect to quantify how local warming or cooling and altered patterns of temperature can control some types of landslides, and consequently affect current landslide hazard and risk assessments. Ultimately, we plan to conceptualise an upscaled model, so as to work towards physically-based regional assessments through a thermo-hydro-mechanical coupled approach.

How to cite: Scaringi, G.: Climate change and landslides: introducing a thermo-hydro-mechanical approach, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22249, https://doi.org/10.5194/egusphere-egu2020-22249, 2020.

EGU2020-11816 | Displays | NH3.12

Numerical Modeling of Non-Newtonian Flows within a Newtonian Equation Framework

Gaurav Savant, Ian Floyd, and Ronald Heath

Gravity driven flows such as debris, pyroclastic, avalanche, landslides etc. pose a great threat to life and property. In recent years rainfall combined with prior fire events have resulted in the generation of debris flows in the United States and elsewhere, landslides and mud flows are common occurrences in several regions of  the world where monsoon rains cause soils to saturate, slump and then flow. In some regions these flows take the form of sand, boulders or other cohesionless material generated flows, and avalanches. These flows exhibit non-Newtonian flow characteristics, and provide a challenging engineering problem. These problems arise in the prediction of these flows as well as devising engineering solutions to alleviate danger these pose to the public. Since the advent of numerical modelling, engineers and scientists have used shallow-water equation based mathematical equations to simulate Newtonian flows. In the recent past researchers have attempted to use modifications to the stress terms in the shallow-water equations to account for non-Newtonian behaviour. However these modifications, in general, rely on just one or two of the non-Newtonian formulations to mathematically represent and then numerically simulate non-Newtonian flows. The non-Newtonian behaviour of flows is dynamic, and can change non-Newtonian states depending upon a variety of properties. These properties are inherent to the flows and depend upon the formative process, composition, as well as grain sizes of the debris. Therefore, the requirement is that of a mathematical and numerical description that accounts for these changing states. The Engineer Research and Development Centre (ERDC) of the U.S. Army Corps of Engineers (USACE) has developed a library of debris processes, DebrisLib. This, model agnostic, debris processes library can be linked to any shallow-water based hydrodynamic driver to enable the simulation of debris flows, and the changing non-Newtonian state of the debris flow. This presentation will demonstrate the mathematical development, and incorporation of DebrisLib into the USACE finite element and adaptive meshing software Adaptive Hydraulics (AdH). The implementation will be demonstrated using application to flume tests, avalanches as well as landslides.

How to cite: Savant, G., Floyd, I., and Heath, R.: Numerical Modeling of Non-Newtonian Flows within a Newtonian Equation Framework, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11816, https://doi.org/10.5194/egusphere-egu2020-11816, 2020.

Data acquisition and an efficient processing method for hydrological model initialization, such as soil moisture, and parameter value identification are critical for a physics based distributed watershed modelling of flood and flood related disasters such as sediment and debris flow. Site measurements can provide relatively accurate estimates of soil moisture, but such techniques are limited due to the need for a variety of measurement accessories, which are difficult to obtain to cover a large area sufficiently. Available satellite-based digital soil moisture data is at 9 kilometers to 50 kilometers in resolution which completely filters the soil moisture details at the hill slope scale. Moreover, available satellite-based digital soil moisture data represents only a few centimeters of the top soil column that informs nothing about the effective root-zone wetness. A recently developed soil moisture estimation method called SERVES (Soil moisture Estimation of Root zone through Vegetation index-based Evapotranspiration fraction and Soil properties) overcomes this limitation of satellite-based soil moisture data by estimating distributed root zone soil moisture at 30 meter resolution. In this study, a distributed watershed hydrological model of a sub-catchment of Reynolds Creek Experimental Watershed was developed with GSSHA (Gridded Surface Sub-surface Hydrological Analysis) Model. SERVES soil moisture estimated at 30 meter resolution was deployed in the watershed hydrological parameter value calibration and identification process. The 30 meter resolution SERVES soil moisture data was resampled to 4500 meter and 9000 meter resolutions and was separately employed in the calibrated hydrological model to determine the effect soil moisture resolution  has on the simulated outputs and the model parameters. It was found that the simulated discharge significantly decreased as the initial soil moisture resolution was coarsened. To compensate for this underestimated simulated discharge, the soil hydraulic conductivity value decreased logarithmically with respect to the decreased resolutions. This study will reduce parameter value identification uncertainty especially in flood and soil erosion modelling at multi scale watershed in a changing climate.

How to cite: Pradhan, N. R., Brown, S., and Floyd, I.: Soil Moisture Initialization Input Scale Effect on Parameter Value Identification of a Physically Based Distributed Hydrologic Modelling, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22194, https://doi.org/10.5194/egusphere-egu2020-22194, 2020.

EGU2020-1853 | Displays | NH3.12

SWAT modeling for assessing future scenarios of soil erosion in West Rapti River Basin of Nepal

Rocky Talchabhadel, Hajime Nakagawa, Kenji Kawaike, Kazuki Yamanoi, Anil Aryal, Binod Bhatta, and Saroj Karki

This study uses Soil Water Assessment Tool (SWAT) for watershed modeling in West Rapti River Basin (WRRB) of Nepal for assessing future scenarios of soil erosion till the end of 2100. Firstly, the river discharge was calibrated for the period (2003–2009) and validated for the period (2010-2013). We used three discharge stations (namely Mari at upstream, Bagasoti at mid-stream and Jalkundi at downstream). Secondly, sediment discharge was calibrated and validated at two sediment monitoring stations (namely Mari at upstream and Jalkundi at downstream). A Sequential Uncertainty Fitting (SUFI-2) technique was employed for the fine-tuning of sensitive hydrological parameters. The model achieved a good performance in both the calibration and validation periods. R2, NSE, PBIAS, and RSR were taken as performance indicators.  Finally, the developed model was then used to assess future scenarios of sediment yield in the WRRB. This study used five regional climate models (RCMs) for precipitation and temperature, and their ensemble under two representative concentration pathways (RCPs 4.5 and 8.5). This study analyses future scenarios for three time-frames namely, near future (NF: 2025-2049), mid future (MF: 2050-2074), and far future (FF: 2075-2099) with respect to the baseline (2003-2013). We found a significant increase in temperature in the future with annual average temperature anticipated to change from +0.76 oC to +5.8 oC and a moderate increase in precipitation with annual precipitation projected to change from -1.9% to 19.3% under different scenarios. In general, the MME shows slightly increasing precipitation (higher under RCP 4.5 than RCP 8.5), significantly increasing temperature (higher under RCP 8.5 than RCP 4.5) and moderately increasing sediment discharge. Our findings are useful for water resources and sediment management in WRRB under changing climate.

How to cite: Talchabhadel, R., Nakagawa, H., Kawaike, K., Yamanoi, K., Aryal, A., Bhatta, B., and Karki, S.: SWAT modeling for assessing future scenarios of soil erosion in West Rapti River Basin of Nepal, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1853, https://doi.org/10.5194/egusphere-egu2020-1853, 2020.

EGU2020-11356 | Displays | NH3.12

Exploiting Copernicus Climate Change Service (C3S) to assess ongoing and future soil erosion over Italy

Guido Rianna, Monia Santini, Marco Mancini, Roberta Padulano, and Sergio Noce

Soil erosion by water greatly affects Italy impacted by 24% of total soil loss of Europe, 33% of agricultural lands exposed, and costs, e.g. for crop production, up to about 600Meuro. Furthermore, expected increases in severity and magnitude of extreme precipitation events could exacerbate such an issue.

In this regard, rainfall information at very fine spatial and temporal resolution represents a key point; unfortunately, weather stations are not spread uniformly across regions and they uncommonly provide free data at sub-daily scale. Moreover, the reliable projections of how rainfall will change in the coming decades are hard to store and manage for non-experts.

In trying to overcome such a gap, Copernicus Climate Change Service (C3S) provides several tools. The C3S is part of the Copernicus Earth Observation Programme and is implemented by the European Centre for Medium-Range Weather Forecasts (ECMWF) on behalf of the European Commission. In particular, Climate Data Store (CDS) hosts rainfall time series for the historical period and most recent decades from observational (E-OBS) and reanalysis (ERA5, ERA5-Land, UERRA) datasets, at (sub) daily time step and with horizontal resolution ranging from 31 km to 5.5 km. For the future, the simulations’ ensemble within EURO-CORDEX (resolution ~12 km, daily time step) are available for robust evaluations, i.e. to consider the uncertainty due to alternative greenhouse gas concentration scenarios and model chain used.

In this context, in the last months, C3S funded the Demo Case SOIL EROSION implemented by the CMCC Foundation and aimed at assessing ongoing and future soil loss by water erosion over Italy. The Demo Case is expected to develop further specific datasets and a web-application by exploiting products and tools also provided by Climate Data Store (CDS) infrastructure.

To assess soil losses, the largely adopted Revised Universal Soil Loss Equation (RUSLE) is selected. Such an empirical equation combines rainfall erosivity (R-factor), evaluated in this case by exploiting datasets in CDS, to soil susceptibility to erosion due to soil intrinsic properties but also to land cover, land management, and topography. Gridded datasets related to R-factor and soil losses will be then made available within the CDS catalog. Moreover, the web application will permit visualizing and retrieving trends and results for specific areas (e.g. NUTS) in the way of maps and graphs. In addition to the "Basic" mode, the Application is expected to support "what-if" analysis ("Advanced" mode) permitting to understand how variations in land use (C-factor) or management practice (P-factor) can influence soil losses at large scale under current and future conditions.

How to cite: Rianna, G., Santini, M., Mancini, M., Padulano, R., and Noce, S.: Exploiting Copernicus Climate Change Service (C3S) to assess ongoing and future soil erosion over Italy, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11356, https://doi.org/10.5194/egusphere-egu2020-11356, 2020.

NH4.1 – Seismic hazard based on paleoseismicity, active faulting and surface deformation data - the challenges of FAULT2SHA

EGU2020-19434 | Displays | NH4.1

On the importance of fault modelling for seismic risk estimate

Oona Scotti, Francesco Visini, Lucilla Benedetti, Paolo Boncio, Joanna Faure Wlaker, Bruno Pace, Laura Peruzza, and Gerald Roberts

In Central Italy more than 393 thousands people live in villages and towns located at less than 5 km distance from a known, mapped, active fault, capable of generating Mw>6 earthquake. Improving seismic risk estimates in such places requires the use of (i) informative databases of active faults and (ii) the implementation of appropriate building-codes. 
The current level of knowledge regarding activity of active faults in Central Italy has been stored in a recently compiled database (160 slip rates estimates for 88 faults). Given the complex nature of fault ruptures, we adopted a multi-fault rupture approach (SHERIFS) that accounts for both individual ruptures and multi-fault complex ruptures, involving more than one seismogenic fault section. Our earthquake rupture forecast model includes 1249 possible combinations of fault ruptures with lengths ranging from 7 to 42 km. Slip rates and associated errors are used to estimate recurrences of the ruptures assuming a  Gutenberg-Richter frequency-magnitudedistribution. The computed distribution is validated against the CPTI15 catalogue.
The multi-fault model approach and a seismogenic area approach are used to estimate damages based on published typological fragility curves for typical building classes derived from 30 years of data in Italy (Rota et al., 2006) assuming earthquake occurrence for the faults follows a Poisson time-independent process. Two fragility curves are considered here: one for reinforced concrete designed according to seismic regulations and one for masonry with irregular layout and without tie rods and tie beams, a typical typology for the region. Expected levels of damage for 150 villages and towns in Central Italy are computed for all damage states considering a 50 years risk target period. 
Results obtained with the fault approach show a much higher variability of the estimated risk depending on the location of the village/town w.r.t. the fault system and the hanging-wall/footwall location. The probability of collapse in 50 years for a typical masonry building ranges between 0.01 and 0.07 in the fault approach and 0.01 and 0.04 for the area approach. For both approaches, the probability of collapse for reinforced concrete buildings is ~90 % less than that for typical masonry structures. Even if this can be considered obvious, it must be underlined that most buildings in Italy were built before 1975 (before the first applicative decree of the seismic Italian law No. 64 of 1974). Thanks to the availability of the detailed database of active faults a strategy to prioritize resources for seismic risk reduction could be adopted.
 
Rota, M., Penna, A. & Strobbia, C. (2006). Typological fragility curves from Italian earthquake damage data. First European Conference on Earthquake Engineering and Seismology Geneva, Switzerland, 3-8 September 2006 Paper Number: 386

How to cite: Scotti, O., Visini, F., Benedetti, L., Boncio, P., Faure Wlaker, J., Pace, B., Peruzza, L., and Roberts, G.: On the importance of fault modelling for seismic risk estimate , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19434, https://doi.org/10.5194/egusphere-egu2020-19434, 2020.

EGU2020-21420 | Displays | NH4.1

Towards a comprehensive European fault database for induced seismic hazard research

Serge Van Gessel, Harry Middelburg, Esther Hintersberger, Tine Larsen, Sabrine Ben Rhouma, Gerold Diepolder, and Pio Di Manna

Towards a comprehensive European fault database for induced seismic hazard research

Seismogenic faults and fault systems in tectonically active regions are extensively studied as a source of seismic hazard and especially of high magnitude natural earthquakes. Global research has already resulted in several databases and models presenting location, characteristics and kinematic behavior of such faults (e.g. GEM Global Active Faults Database, SHARE European Database of Seismogenic Faults, USGS Quaternary faults database).

Faults that are inactive under present-day geological conditions are far more abundant, yet less-well documented. Nevertheless, these faults can potentially pose significant hazards under anthropogenic activities, particularly when the stress state of such faults is influenced by adjacent active fault systems (e.g. Northern Italy). Subsurface extraction and injection of fluids can either alter the in-situ stress state to a level exceeding the critical stress threshold (e.g. through pressure-induced compaction) or reduce the fault strength to a point where natural stresses can trigger fault movements (e.g. through the invasion of fluids into the fault zone). Well-known cases are reported among others in Basel – Switzerland (geothermal stimulation), Oklahoma – US (waste water injection) and Groningen – The Netherlands (conventional hydrocarbon extraction).

Here, we present the development of a pan-European fault database by the project GeoERA-HIKE. The database incorporates the locations, geometries, characteristics and scientific references of both active and inactive faults and fault systems and will be complementary to existing databases of seismogenic faults. The database information is derived from national mapping studies and local assessments by the European Geological Survey Organizations and includes, amongst others, surface outcrop observations, geophysical monitoring, boreholes and geological modelling studies.

The primary goal of the database is to support induced hazard studies with better access to harmonized data and knowledge on fault characteristics and behavior. The correlation of fault systems across Europe with a generic semantic concepts framework provides better insight into the genetic links between active and inactive fault systems within the greater structural geological development of Europe. The integration of data from different geoscience disciplines will improve the understanding of in-situ characteristics and behavior. Ultimately, the database is intended to become a collaborative tool for future fault characterization and research by geoscience institutes.

The GeoERA-HIKE project has received funding from the European Union’s Horizon 2020 research and innovation programme under agreement No. 731166

How to cite: Van Gessel, S., Middelburg, H., Hintersberger, E., Larsen, T., Ben Rhouma, S., Diepolder, G., and Di Manna, P.: Towards a comprehensive European fault database for induced seismic hazard research, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21420, https://doi.org/10.5194/egusphere-egu2020-21420, 2020.

EGU2020-10399 | Displays | NH4.1

Inferring seismic hazards from a new 1:25,000 scale map of active and potentially-active continental faults in Chile

Daniel Melnick, Valentina Maldonado, Martin Contreras, Julius Jara-Muñoz, Joaquín Cortés-Aranda, Luis Astudillo, José Miguel Martínez, Andrés Tassara, and Manfred Strecker

Most of the seismic hazard along subduction zones is posed by great tsunamigenic earthquakes associated with the interplate megathrust fault. However, crustal faults are ubiquitous along overriding continental plates, some of which have been triggered during recent megathrust earthquakes. In Chile, the 2010 Maule earthquake (M8.8) triggered a shallow M7 earthquake on the Pichilemu fault, which had not been mapped and was unknown. In fact, M~7 earthquakes have recently occurred along unknown faults in California and New Zealand, emphasizing the need for better and more detailed mapping initiatives. A first step towards a synoptic assessment of seismic hazards posed by continental faults at the national level is mapping at a homogeneous scale to allow for a systematic comparison of faults and fault systems. Here, we present the first map of active and potentially-active faults in Chile at 1:25,000 scale, which includes published studies and newly-identified faults. All the published faults have been re-mapped using LiDAR and TanDEM-X topography, where available. Using different scaling relations, we estimate the seismic potential of all crustal faults in Chile. For specific faults where we have conducted paleoseismic and tectonic geomorphic field studies (e.g., Liquiñe-Ofqui, El Yolki, Mesamavida, and Pichilemu faults) we provide new estimates of slip rate, recurrence interval, and deformation style. We propose a segmentation model of continental faults systems in Chile, which are associated with distinct morphotectonic units and have predominant kinematics and relatively uniform slip rates. Using stress transfer models, we explore the potential feedbacks between upper-plate deformation and the megathrust seismic cycle.

How to cite: Melnick, D., Maldonado, V., Contreras, M., Jara-Muñoz, J., Cortés-Aranda, J., Astudillo, L., Martínez, J. M., Tassara, A., and Strecker, M.: Inferring seismic hazards from a new 1:25,000 scale map of active and potentially-active continental faults in Chile, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10399, https://doi.org/10.5194/egusphere-egu2020-10399, 2020.

EGU2020-422 | Displays | NH4.1

PFDHA modelling based on new empirical regressions for distributed faulting on dip-slip earthquakes

Fiia Nurminen, Stéphane Baize, Paolo Boncio, Bruno Pace, Oona Scotti, Alessandro Valentini, and Francesco Visini

Probabilistic fault displacement hazard analysis (PFDHA) is needed for a numerical estimate of the displacement likely to occur at a site near an active fault in case of a surface faulting earthquake. The methodology is based on parameters describing the probability of occurrence, and the spatial distribution of the displacement on and off-fault. The methodology was created for normal faulting setting, and has been later complemented with the parameters for other slip types, especially regarding the principal fault rupturing. Based on empirical fault displacement data in the Worldwide and Unified Database of Surface Ruptures (SURE), we are presenting new regression parameters for distributed faulting for dip-slip earthquakes. The parameters are used in a computational model for assessing the surface rupture hazard near active dip-slip faults. The modelling results the probability distribution of exceeding a chosen level of displacement, and can be used in stcture design and land-use related decision making in areas where surface faulting hazard should be considered.

How to cite: Nurminen, F., Baize, S., Boncio, P., Pace, B., Scotti, O., Valentini, A., and Visini, F.: PFDHA modelling based on new empirical regressions for distributed faulting on dip-slip earthquakes, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-422, https://doi.org/10.5194/egusphere-egu2020-422, 2020.

The expected surface displacement in the aftermath of an earthquake is an important issue to consider, among others, for pipeline damage. While estimates of permanent ground deformation after an earthquake event is often performed nowadays through the acquisition of Interferometric Synthetic Aperture Radar (InSAR) scenes, this method is only applicable to onshore regions.

In this work we explore possible methodologies for fault hazard assessment to be applied in offshore regions.

Methods to estimate the surface rupture hazard for faults of known location and geometry are reviewed, such as the Okada equations available in the Coulomb3 software. However since fault data may be lacking or scarce in offshore areas we also explore the availability of methods to estimate a probabilistic surface rupture assessment, to be applied within the same framework of Probabilistic Seismic Hazard Assessment studies. A simple application of both methods is presented in a hypothetic case study where an early warning system for pipeline damage inspection is required.

How to cite: Fiorini, E.: An investigation of methods for Fault Displacement Hazard Assessment for offshore studies, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21876, https://doi.org/10.5194/egusphere-egu2020-21876, 2020.

EGU2020-13132 | Displays | NH4.1

Italy’s Database of Individual Seismogenic Sources (DISS), 20 years on: lessons learned from the construction of a SHA-oriented fault database

Gianluca Valensise, Roberto Basili, Pierfrancesco Burrato, Umberto Fracassi, Vanja Kastelic, Francesco Emanuele Maesano, Gabriele Tarabusi, Mara Monica Tiberti, Roberto Vallone, and Paola Vannoli

The prototype version of the DISS was launched and published in July 2000. Twenty years later we present an appraisal of how the database started off, how it evolved, and how it served the seismological and engineering communities.

During the early years of its development we learned that the three fundamental requirements of any SHA-oriented fault database are:

1) the capacity to represent seismogenic sources in 3D, thus providing a standardized quantitative basis for subsequent SHA calculations and stressing the hierarchy relationships among all existing active faults;

2) the completeness, i.e. the ability to portray the vast majority of seismogenic sources existing in the region of relevance and to progressively address the emerging lack of knowledge;

3) the reliability of the geometrical parameters of each seismogenic source and of the relevant slip and strain rates, and the ability to assess the associated uncertainties.

Given these requirements, we found it hard to build a database around existing studies of individual large faults, which are often carried out for non-SHA purposes; as such they do not necessarily involve a 3D delineation and a hierarchization of the master fault. Furthermore, most published studies concern surface-breaking faults occurring onshore; they are most relevant to surface faulting hazard, but in shaking-oriented SHA they are less crucial than deeper, hidden faults.

We initially developed the concept of “Individual Seismogenic Source” (ISS), a simplified but geometrically coherent representation of the presumed causative fault of the largest earthquakes of the investigated region. An ISS is based on original observations, seismological/geophysical evidence, and literature data. Since large portions of the Italian territory are characterized by blind or hidden faulting, we developed strategies based on the analysis of geomorphic evidence for cumulative tectonic strain, on the reappraisal of commercial seismic lines and subsurface data, and on geological and geodetic evidence.

In 2005 we introduced the “Composite Seismogenic Sources” (CSSs): generalized, unsegmented sources designed to increase the database geographic coverage and completeness, based on the same type of information used for the ISSs and on regional-scale synopses of ongoing tectonic strain. Their identification was progressively extended to offshore areas, often scarcely considered in traditional fault mapping. In 2015 we also introduced the 3D definition of the subduction slabs and associated interfaces for the whole Mediterranean region.

The ISSs are routinely used in engineering applications aimed at investigating the shaking scenario associated with known earthquakes or well-identified quiescent fault segments. In contrast, the CSSs are not assumed to be capable of a specific-size earthquake; as such, they can be used in any standard PSHA procedure after estimating their activity rate and frequency magnitude distribution, based on tectonic slip rates integrated with the record of past earthquakes and GPS-determined strains, or derived from regional-scale geodynamic models.

DISS also served as a template for developing EDSF,  the European Database of Seismogenic Faults. Over the years, DISS and EDSF have become the basic geological input for PSHA and PTHA, both at Italian scale (MPS04, MPS19, MPTS19) and European scale (ESHM13, ESHM20, NEAMTHM18).

How to cite: Valensise, G., Basili, R., Burrato, P., Fracassi, U., Kastelic, V., Maesano, F. E., Tarabusi, G., Tiberti, M. M., Vallone, R., and Vannoli, P.: Italy’s Database of Individual Seismogenic Sources (DISS), 20 years on: lessons learned from the construction of a SHA-oriented fault database, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13132, https://doi.org/10.5194/egusphere-egu2020-13132, 2020.

EGU2020-7008 | Displays | NH4.1

Insights on the European Fault-Source Model (EFSM20) as input to the 2020 update of the European Seismic Hazard Model (ESHM20)

Roberto Basili, Laurentiu Danciu, Michele Matteo Cosimo Carafa, Vanja Kastelic, Francesco Emanuele Maesano, Mara Monica Tiberti, Roberto Vallone, Eulalia Gracia, Karin Sesetyan, Jure Atanackov, Barbara Sket-Motnikar, Polona Zupančič, Kris Vanneste, and Susana Vilanova

The H2020 Project SERA (WP25-JRA3; http://www.sera-eu.org) is committed to updating and extending the 2013 European Seismic Hazard Model (ESHM13; Woessner et al., 2015, Bull. Earthquake Eng.) to form the basis of the next revision of the European seismic design code (CEN-EC8). Following the probabilistic framework established for ESHM13, the 2020 update (ESHM20) requires a continent-wide seismogenic model based on input from earthquake catalogs, tectonic information, and active faulting. The development of the European Fault-Source Model (EFSM20) fulfills the requirements related to active faulting.

EFSM20 has two main categories of seismogenic faults: crustal faults and subduction systems. Crustal faults are meant to provide the hazard model with seismicity rates in a variety of tectonic contexts, including onshore and offshore active plate margins and plate interiors. Subduction systems are meant to provide the hazard model with both slab interface and intraslab seismicity rates. The model covers an area that encompasses a buffer of 300 km around all target European countries (except for Overseas Countries and Territories, OTCs), and a maximum of 300 km depth for slabs.

The compilation of EFSM20 relies heavily on publicly available datasets and voluntarily contributed datasets spanning large regions, as well as solicited local contributions in specific areas of interest. The current status of the EFSM20 compilation includes 1,256 records of crustal faults for a total length of ~92,906 km and four subduction systems, namely the Gibraltar Arc, Calabrian Arc, Hellenic Arc, and Cyprus Arc.

In this contribution, we present the curation of the main datasets and their associated information, the criteria for the prioritization and harmonization across the region, and the main strategy for transferring the earthquake fault-source input to the hazard modelers.

The final version of EFSM20 will be made available through standard web services published in the EFEHR (http://www.efehr.org) and EPOS (https://www.seismofaults.eu) platforms adopting FAIR data principles.

The SERA project received funding from the European Union's Horizon 2020 research and innovation programme under grant agreement No.730900.

How to cite: Basili, R., Danciu, L., Carafa, M. M. C., Kastelic, V., Maesano, F. E., Tiberti, M. M., Vallone, R., Gracia, E., Sesetyan, K., Atanackov, J., Sket-Motnikar, B., Zupančič, P., Vanneste, K., and Vilanova, S.: Insights on the European Fault-Source Model (EFSM20) as input to the 2020 update of the European Seismic Hazard Model (ESHM20), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7008, https://doi.org/10.5194/egusphere-egu2020-7008, 2020.

EGU2020-17094 | Displays | NH4.1

Surface deformation deduced from CGPS data in the eastern Betic External Zones (SE Spain). Implications on SHA

Ivan Martin-Rojas, Alberto Sánchez-Alzola, Ivan Medina-Cascales, Maria Jose Borque, Pedro Alfaro, Antonio Jose Gil, Juan Luis Soler-Llorens, Maria Clara de Lacy, Jose Miguel Andreu, and Manuel Aviles

The Betic Cordillera (S Spain), located in the convergent plate boundary between Eurasia and Nubia, is an area of moderate seismicity. These plates converge at a rate of approximately 4 to 6 mm/yr in the NW-SE direction (see review by Nocquet, 2012). Between 2.7 to 3.9 mm/yr of present-day plate convergence is accommodated in N Africa. Active shortening must occur at rates ranging from 1.6 to 2.7±0.6 mm/year across the Algero-Balearic Basin and the SE Iberian Peninsula (Serpelloni et al., 2007; Pérez-Peña et al., 2010; Echeverría et al., 2013). In the Betic Cordillera, most of the deformation is concentrated in the Betic Internal Zones, while the Betic External zones are considered as a slow-strain area.

In SE of Spain onshore active deformation and seismicity are mainly located along the Eastern Betic Shear Zone (EBSZ), a major strike-slip tectonic corridor belonging to the Betic Internal Zones. Regional and local geodetic studies indicate that the EBSZ is absorbing between 0.2 and 1.3 mm/yr (Serpelloni et al., 2007; Pérez-Peña et al., 2010; Echeverría et al., 2013; Borque et al., 2019), i.e. only a portion of regional deformation. We postulate that part of this deformation not absorbed by the EBSZ is accommodated in the eastern Betic External Zones, located to the north of the EBSZ, where several major historical earthquakes occurred (e.g., the 1748 Estubeny, 1396 Tavernes, and 2017 Caudete earthquakes). These major events have been attributed to the Jumilla Fault, the only major active structure described in this area (Giner-Robles et al. 2014; García-Mayordomo, J. and Jiménez-Díaz, A., 2015).

We present new CGPS data analysis that corroborate that the eastern Betic External Zones accommodate a significant part of the present convergence. Furthermore, our preliminary data quantify deformation in this area for the first time, as we obtain a shortening rate in the N-S direction of 1.43±0.06 mm/yr in the western sector of the Jumilla Fault (Murcia sector) and of 1.69±0.07 mm/yr in the eastern sector of the fault (Valencia sector). We propose that this deformation is likely related to the Jumilla Fault. Our study place constraints on the seismic potential of the highly populated eastern Betic External Zones, as the preliminary values that we obtained are significantly higher than those previously stated. Consequently, we propose that a re-assesment of seismic hazard is necessary for this highly populated region. Moreover, we also propose a regional geodynamic model that provide insights into mechanisms controlling earthquakes in the eastern Betic External Zones.

 

References

Borque et al. (2019). Tectonics, 38, 5, 1824-1839

Echeverria et al. (2013). Tectonophysics, 608, 600-612.

Giner-Robles et al. (2014). Resúmenes de la 2ª Reunión Ibérica sobre Fallas Activas y Paleosismología, Lorca, España, 155-158.

García-Mayordomo, J. and Jiménez-Díaz, A. (2015). In: Quaternary Faults Database of Iberia v.3.0 - November 2015 (García-Mayordomo et al., eds.), IGME, Madrid.

Nocquet, J.M. (2012). Tectonophysics, 579, 220-242.

Pérez-Peña et al. (2010). Geomorphology, 119, 74-87

Serpelloni et al. (2007). Geophysical Journal Internationl, 169(3), 1180-1200.

How to cite: Martin-Rojas, I., Sánchez-Alzola, A., Medina-Cascales, I., Borque, M. J., Alfaro, P., Gil, A. J., Soler-Llorens, J. L., de Lacy, M. C., Andreu, J. M., and Aviles, M.: Surface deformation deduced from CGPS data in the eastern Betic External Zones (SE Spain). Implications on SHA, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-17094, https://doi.org/10.5194/egusphere-egu2020-17094, 2020.

EGU2020-3678 | Displays | NH4.1

Assessing the seismic hazards associated with one of the largest active thrust sheets: the case of the slowly deforming Western Kunlun mountain range (Xinjiang, China).

Martine Simoes, Christelle Guilbaud, Jerome van der Woerd, Laurie Barrier, Roxane Tissandier, Haibing Li, Jean-Mathieu Nocquet, Jiawei Pan, Guillaume Baby, Jialiang Si, and Paul Tapponnier

The Western Kunlun Range (WKR) is a slowly converging orogen located along the northwestern edge of the Tibetan Plateau, facing the Tarim Basin. The recent Mw 6.4 2015 Pishan earthquake along the mountain front recalls that this region remains seismically active, despite little or moderate historical seismicity. Its low deformation rates can be hardly retrieved from current geodetic data, placing limited constraints on the potential interseismic loading of the region. This is particularly critical as recent structural investigations report the existence of an extremely wide (~150-180 km) frontal thrust sheet, whose dimensions would imply the possibility of major M ≥ 8 earthquakes in the case that it is locked and slips during one single seismic event.

To place further constraints on the seismic hazards of this region, we have conducted morphological and structural analyses of active faults to unravel the geomorphic record of active deformation cumulated other multiple seismic events at specific sites. To do so, field observations, seismic profiles and high-resolution Pléiades images and DEMs were combined together with the dating of fluvial terraces. We find that shortening rates have been of 0.5-2.5 mm/yr, with most probable values of ~2 mm/yr over the last ~300-500 kyr. Our detailed morphological investigations further indicate that this shortening is variably partitioned on one or several blind ramps along the mountain front, and from there is transmitted forward all the way to the deformation front, ~150-180 km further north. As such, this extremely wide single frontal thrust sheet stands most probably as the largest active thrust sheet in the world!

Finally, previously published GPS velocity fields highlight a 2-3 mm/yr gradient in horizontal velocities across the WKR and southern Tarim basin when combined and expressed in a stable Tarim reference. Such gradient, unseen from previous analyses, is consistent with our morphological results on shortening rates. Most importantly, this spatial gradient in velocities may suggest that the frontal thrust sheet is presently partly locked, questioning the possibility of mega-earthquakes in the region.

How to cite: Simoes, M., Guilbaud, C., van der Woerd, J., Barrier, L., Tissandier, R., Li, H., Nocquet, J.-M., Pan, J., Baby, G., Si, J., and Tapponnier, P.: Assessing the seismic hazards associated with one of the largest active thrust sheets: the case of the slowly deforming Western Kunlun mountain range (Xinjiang, China)., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3678, https://doi.org/10.5194/egusphere-egu2020-3678, 2020.

EGU2020-5523 | Displays | NH4.1

The impact of the 2019 Ridgecrest earthquake sequence on time-dependent earthquake probabilities for the Garlock fault, California, USA

Sara Carena, Alessandro Verdecchia, Alessandro Valentini, and Bruno Pace

The 2019 M 6.4 Searles Valley and the M 7.1 Ridgecrest earthquakes occurred in the Eastern California Shear Zone (ECSZ) between the southern tip of the Owens Valley fault and the central segment of the Garlock fault. This earthquake sequence, as shown by recent studies based on cumulative (coseismic plus postseismic) Coulomb stress (ΔCFS) modeling, is likely to have been influenced by previous earthquakes in the ECSZ, reinforcing the hypothesis that the spatial and temporal distribution of major earthquakes in this region is controlled by the location and timing of past events. In turn, the 2019 Ridgecrest sequence has likely reshaped the state of stress on neighbouring faults, and as a consequence modified the probability of occurrence of future events in the region.

Here, focusing on the Garlock fault, we calculate the cumulative ΔCFS due to several major (M ≥ 7) earthquakes which occurred in the ECSZ and surrounding areas (e.g. San Andreas fault) following the most recent event on the Garlock fault (A.D. 1450-1640), and up to and including the Ridgecrest sequence. We then use these results to evaluate the influence of stress changes due to past earthquakes on a probabilistic seismic hazard model for the Garlock fault.

In our first probabilistic model, we calculate BPT (Brownian Passage Time) curves of occurrence of a M ≥ 7 event on the central segment of the Garlock fault in the next 30 years, using recurrence time and coefficient of variation values calculated from paeloseismological data. Preliminary results show a probability of occurrence in 30 years of up to 10% when we do not consider the effect of ΔCFS. This increases to about 15% when ΔCFS effects are introduced in the model.

As a next step, we will implement a more complex segmented model for the Garlock fault, where probability calculations take into account multiple possible rupture combinations.

How to cite: Carena, S., Verdecchia, A., Valentini, A., and Pace, B.: The impact of the 2019 Ridgecrest earthquake sequence on time-dependent earthquake probabilities for the Garlock fault, California, USA, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5523, https://doi.org/10.5194/egusphere-egu2020-5523, 2020.

EGU2020-104 | Displays | NH4.1

Relaxing segmentation on the Wasatch fault zone: impact on seismic hazard

Alessandro Valentini, Chrisopher DuRoss, Edward Field, Ryan Gold, Richard Briggs, Francesco Visini, and Bruno Pace

The Wasatch fault zone (WFZ) is one of the most studied normal fault systems in the world and one of the most hazardous in the United States as it has paleoseismic evidence of repeated Holocene surface-faulting earthquakes and occurs within the densely urbanized Wasatch Front region. Here, we develop an earthquake rupture forecast for the WFZ that quantifies the 50-year probability of all potentially damaging earthquakes above Mw 6.2. Our goal is to evaluate the impact that models of fault segmentation (i.e., hard limits on rupture extent) have on seismic hazard. We evaluate the long-term rate of ruptures on the WFZ, adapt standard inverse theory used in the Uniform California Earthquake Rupture Forecast 3, and implement a segmentation constraint where ruptures that cross primary structural complexities are penalized. Penalized ruptures have low rates or are removed from the inversion. We develop and test three segmentation models, including (1) a segmented model in which ruptures are confined to individual segments, (2) a penalized model where some multi-segment ruptures are allowed, and (3) an unsegmented model in which all ruptures are allowed, and none are penalized. Our results show that mean seismic hazard is highest in the segmented model because of more frequent moderate-magnitude (Mw 6.2–6.8) ruptures and lowest in the unsegmented models. We evaluate the change in hazard curves and maps from these segmentation models, test how other parameters such as slip rate and magnitude-scaling relations affect our results and conclude that segmentation exerts a primary control on seismic hazard. Our study demonstrates the need for additional geologic observations of prehistoric rupture extent as well as methods to include this information in hazard assessments.

How to cite: Valentini, A., DuRoss, C., Field, E., Gold, R., Briggs, R., Visini, F., and Pace, B.: Relaxing segmentation on the Wasatch fault zone: impact on seismic hazard, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-104, https://doi.org/10.5194/egusphere-egu2020-104, 2020.

EGU2020-18658 | Displays | NH4.1

Active faulting in western Turkey: the challenge of earthquake hazard estimation in a complex extensional regime based on cosmogenic isotope analyses

Laura Gregory, Huw Goodall, Bora Uzel, Ökmen Sümer, Mustafa Softa, Kenneth McCaffrey, Richard Shanks, Gregory Houseman, and Hasan Sözbilir

In zones of distributed continental faulting, it is critical to understand how slip is partitioned onto brittle structures over both long-term millennial time scales and shorter-term earthquake cycles. Measuring earthquake slip histories on different timescales is challenging due to earthquake repeat-times being longer or similar to historical earthquake records, and a paucity of data on fault activity covering millennial to Quaternary scales in detail. Cosmogenic isotope analyses from bedrock fault scarps have the potential to bridge the gap, as these datasets track the exposure of fault planes due to earthquakes with millennial resolution. In this presentation, we show new 36Cl data combined with active fault maps to document the spatial and temporal complexity of extensional faulting in western Turkey.

Extensional faulting covers an area ~460 x 460 km in western Turkey. The dynamics controlling extension are debated, but there is an overall pattern of anticlockwise rotation superimposed on N-S directed upper-plate extension related to eastern Mediterranean subduction. This has resulted in several major east-west trending extensional grabens along the western coast of Turkey and NE-SW to NW-SE trending conjugate grabens towards the southern coast and central Anatolia. The active fault map of Turkey is well characterised by the MTA (General Directorate of Mineral Research and Exploration), but recent mid-magnitude earthquakes have occurred on some un-characterised fault zones, suggesting that there is further complexity in the trace and locations of active faults. This complexity may indicate recent reactivation of pre-existing structures.

Most of the major bedrock normal fault scarps are well preserved in carbonate and marble successions distributed across the region. These scarps preserve an excellent record of Late Pleistocene to Holocene earthquake activity, which can be quantified using cosmogenic isotopes that track the exposure of the bedrock fault scarps. 36Cl accumulates in the fault scarps as the footwall is progressively exhumed by earthquakes and the concentration of 36Cl measured up the fault plane reflects the rate and patterns of slip. In this presentation, we utilise Bayesian modelling techniques to estimate slip histories based on new cosmogenic data from several faults across western Turkey. Each sampling site is carefully characterised using field mapping and LiDAR to ensure that fault plane exposure is due to slip during earthquakes and not sediment transport processes. We will compare several neighbouring fault zones with variable slip rates to investigate how they interact over multiple earthquake cycles, and put this temporal complexity into the context of spatial complexity, and the resultant challenges for hazard forecasts in western Turkey.

How to cite: Gregory, L., Goodall, H., Uzel, B., Sümer, Ö., Softa, M., McCaffrey, K., Shanks, R., Houseman, G., and Sözbilir, H.: Active faulting in western Turkey: the challenge of earthquake hazard estimation in a complex extensional regime based on cosmogenic isotope analyses, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18658, https://doi.org/10.5194/egusphere-egu2020-18658, 2020.

EGU2020-756 | Displays | NH4.1

Across-strike variations of fault slip-rates constrained using in-situ cosmogenic 36Cl concentrations.

Francesco Iezzi, Gerald Roberts, Joanna Faure Walker, Ioannis Papanikolaou, Athanassios Ganas, Giorgios Deligiannakis, and Delia-Mihaela Gheorghiu

It is important to constrain the spatial distribution of strain-rate in deforming continental material because this underpins calculations of continental rheology and seismic hazard. To do so, it is becoming increasingly common to use combinations of GPS and historical and instrumental seismicity data to constrain regional strain-rate fields. However, GPS geodetic sites, whether permanent or campaign stations, tend to be widely-spaced relative to the spacing of active faults with known Holocene offsets. At the same time, the interpretation of seismicity data can be difficult due to lack of historical seismicity in cases where local fault recurrence intervals are longer than the historical record. This causes uncertainty on how regional strain-rates are partitioned in time and space, and hence with uncertainty regarding calculations of continental rheology and seismic hazard. To overcome this issue, we have gained high temporal resolution slip-rate histories for three parallel faults using in situ 36Cl cosmogenic dating of the exposure of three parallel normal fault planes that have been progressively exhumed by earthquakes. We study the region around Athens, central Greece, where there also exists a relatively-dense GPS network and extensive records of instrumental and historical earthquakes. This allows to compare regional, decadal strain-rates measured with GPS geodesy with strain-rates across the faults implied by slip since ~40,000 years BP. We show that faults have all had episodic behaviour during the Holocene, with alternating earthquake clusters and periods of quiescence through time. Despite the fact that all three faults have been active in the Holocene, each fault slips in discrete time intervals lasting a few millennia, so that only one fault accommodates strain at any time. We show that magnitudes of strain-rates during the high slip-rate episodes are comparable with the regional strain-rates measured with GPS (fault strain-rates are 50-100% of the value of GPS regional strain-rate). Thus, if the GPS-derived strain-rate applies over longer time intervals, it appears that single faults dominate the strain-accumulation at any given time, with crustal deformation and seismic hazard localised within a distributed network of faults.

 

How to cite: Iezzi, F., Roberts, G., Faure Walker, J., Papanikolaou, I., Ganas, A., Deligiannakis, G., and Gheorghiu, D.-M.: Across-strike variations of fault slip-rates constrained using in-situ cosmogenic 36Cl concentrations. , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-756, https://doi.org/10.5194/egusphere-egu2020-756, 2020.

EGU2020-5625 | Displays | NH4.1

Seismic reflection imaging of the low-angle Panamint Valley normal fault system, eastern California, USA

Ryan Gold, William Stephenson, Richard Briggs, Christopher DuRoss, Eric Kirby, Edward Woolery, Jack Odum, and Jaime Delano

A fundamental question in seismic hazard analysis is whether <30º-dipping low-angle normal faults (LANFs) slip seismogenically. In comparison to more steeply dipping (45-60º) normal faults, LANFs have the potential to produce stronger shaking given increased potential rupture area in the seismogenic crust and increased proximity to manmade structures built on the hanging wall. While inactive LANFs have been documented globally, examples of seismogenically active LANFs are limited. The western margin of the Panamint Range in eastern California is defined by an archetype LANF that dips west beneath Panamint Valley and has evidence of Quaternary motion. In addition, high-angle dextral-oblique normal faults displace mid-to-late Quaternary alluvial fans near the range front. To image shallow (<1 km depth), crosscutting relationships between the low- and high-angle faults along the range front, we acquired two high-resolution P-wave seismic reflection profiles. The northern ~4.7-km profile crosses the 2-km-wide Wildrose Graben and the southern ~1.1-km profile extends onto the Panamint Valley playa, ~7.5 km S of Ballarat, CA. The profile across the Wildrose Graben reveals a robust, low-angle reflector that likely represents the LANF separating Plio-Pleistocene alluvial fanglomerate and pre-Cambrian meta-sedimentary deposits. High-angle faults interpreted in the seismic profile correspond to fault scarps on Quaternary alluvial fan surfaces. Interpretation of the reflection data suggests that the high-angle faults vertically displace the LANF up to 70 m within the Wildrose Graben. Similarly, the profile south of Ballarat reveals a low-angle reflector, which appears both rotated and displaced up to 260 m by high-angle faults. These results suggest that near the Panamint range front, the high-angle faults are the dominant late Quaternary structures. We conclude that, at least at shallow (<1 km) depths, the LANF we imaged is not seismogenically active today.

How to cite: Gold, R., Stephenson, W., Briggs, R., DuRoss, C., Kirby, E., Woolery, E., Odum, J., and Delano, J.: Seismic reflection imaging of the low-angle Panamint Valley normal fault system, eastern California, USA, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5625, https://doi.org/10.5194/egusphere-egu2020-5625, 2020.

EGU2020-11523 | Displays | NH4.1

Geomorphic evidence for active, co-seismic slip along a low-angle normal fault: Panamint Valley, California

Eric Kirby, Israporn (Grace) Sethanant, John Gosse, Eric McDonald, and J Doug Walker

The mechanical feasibility of co-seismic displacement along low-angle normal fault systems remains an outstanding problem in tectonics.  In the southwestern Basin and Range of North America, large magnitude extension during Miocene – Pliocene time was accommodated along a regionally extensive system of low-angle detachment faults.  Whether these faults remain active today and, if so, whether they rupture during large earthquakes are questions central to understanding the geodynamics of distributed lithospheric deformation and associated seismic hazard.  Here we evaluate the geometric and kinematic relationships of fault scarps developed in Pleistocene – Holocene alluvial and lacustrine deposits with low-angle detachment faults observed along the western flank of the Panamint Range, in eastern California.  We combine analysis of high-resolution topography generated from airborne LiDAR and photogrammetry with a detailed chronology of alluvial fan surfaces and a calibrated soil chronosequence to characterize the recent activity of the fault system.  The range-front fault system is coincident with a low-angle (15-20°), curviplanar detachment fault that is linked to strike-slip faults at its southern and northern ends.  Fanglomerate deposits in the hanging wall of the detachment are juxtaposed with brecciated bedrock in the footwall across a narrow fault surface marked by clay-rich gouge.  Isochron burial dating of the fanglomerate using the 26Al and 10Be requires displacement in the past ~800 ka.  The degree of soil development in younger alluvial deposits in direct fault contact with the footwall block suggest displacement along the main detachment in the past as ~80-100 ka.  The geometry of recent fault scarps in Holocene alluvium mimic range-scale variations in strike of the curviplanar detachment fault, suggesting that scarps merge with the detachment at depth.  Moreover, fault kinematics inferred from displaced debris-flow levees and from fault striae on the bedrock range front are consistent with slip on a low-angle detachment system beneath the valley.  Finally, paleoseismic results from a trench at the southern end of the fault system suggest 3-4 surface ruptures during past ~4-5 ka, the most recent of which (MRE) occurred ~330-485 cal yr BP.  Scarps related to the MRE can be traced for at least ~50 km northward along the range front and imply surface displacements of 2-4 meters during this event.  Thus, we conclude that ongoing dextral shear along the margin of the Basin and Range is, in part, accommodated by co-seismic slip along low-angle detachment faults in Panamint Valley.  Our results have important implications for the interaction of fault networks and seismic hazard in the region.

How to cite: Kirby, E., Sethanant, I. (., Gosse, J., McDonald, E., and Walker, J. D.: Geomorphic evidence for active, co-seismic slip along a low-angle normal fault: Panamint Valley, California, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11523, https://doi.org/10.5194/egusphere-egu2020-11523, 2020.

          Usually, an earthquake of magnitude Mw6.0 or greater can produce a rupture zone on the surface of the Earth’s ground. And displacements can be observed along such a rupture zone, called co-seismic displacements. Although these surface displacements are somewhat different from slip on the rupture plane of the causative fault, which is often vertical or sub-vertical, there exists a certain proportional relationship between them. It means that major slip at depth can produce bigger co-seismic displacements on the ground. As assumed above, major fault slip is generated by asperities. Thus it is possible to establish an asperity model in terms of data of ground co-sesimic displacements.

          Asperity models can be used to describe heterogeneities of the rupture plane of the fault as an earthquake source. This work follows such an idea that an asperity is defined as a region in which the slip is larger by a prescribed amount than the average slip over the entire fault. Because co-seismic displacements along a surface rupture zone depend on slip on the subsurface fault, we attempt to construct probability distribution model for a seismic source in terms of such displacements observed on the ground. Using data of 10 historical earthquakes of Ms7.0 or greater in western China, we make a statistical analysis to distributions of co-seismic displacements on surface rupture zones, yielding the probability distribution model based on a series of ratios of maximum displacements to the average ones in intervals on the rupture. Then, upon the lower and upper limit values of these ratios, we infer the asperities along the rupture zones and analyze further the relationships between asperity parameters, rupture geometries, and earthquake magnitudes based on real data of more earthquakes. Finally, we use the data of the 2001 Kunlunshan Mw7.8 event to test this approach for construction of probability model of asperity and discuss its possible application to assessment of seismic hazard. 

Keywords:  Probability model of asperity, fault slip, surface rupture, co-seismic displacement

How to cite: Li, Z. and Zhou, B.: Probability models of asperity constructed in terms of co-seismic displacements along surface rupture zones, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2792, https://doi.org/10.5194/egusphere-egu2020-2792, 2020.

EGU2020-16378 | Displays | NH4.1

Changes in the location of the nucleation point of slip events on ancient normal faults

Efstratios Delogkos, Conrad Childs, Tom Manzocchi, and John Walsh

The lack of an unambiguous method for determining the propagation direction of slip events on faults over significant time periods limits our understanding of the long-term stability of fault slip propagation directions. A geological means for determining the propagation direction of slip events during the growth of faults is provided by mutually cross-cutting faults and bed-parallel slip-surfaces in the Ptolemais Basin, northern Greece.

In the Kardia lignite mine, Ptolemais Basin, bed-parallel slip surfaces intermittently offset the Quaternary faults as they grew to form discontinuities on otherwise continuous fault surfaces. Subsequent fault slip increments bypassed these discontinuities to re-establish a continuous fault trace and leave an associated ‘dead’ splay. The geometry and displacement distributions at these fault/bed-parallel slip intersections record the fault displacement at the time of bed-parallel slip and whether the next fault slip increment had an upwards or downwards component to its local propagation vector.

A database (N = 88) of slip propagation directions and fault throws was derived from continuous mapping of mine faces during lignite extraction over an eight year period. The data demonstrate a clear relationship between slip propagation direction and the accumulation of fault displacement on individual faults. During the early stages of fault growth, slip events propagated almost exclusively upwards through the mined sequence, but later stages of growth are marked by slip events showing both upward and downward components of propagation. The data therefore demonstrate that the location of the point of initiation of fault slip events on these Quaternary faults varied over the fault surfaces as the faults grew.

The emergence of systematic results from our analyses suggests that cross-cutting relationships between other synchronously active structures (e.g. conjugate faults) can provide a robust means for determining the propagation directions of slip events on ancient faults at outcrop.

How to cite: Delogkos, E., Childs, C., Manzocchi, T., and Walsh, J.: Changes in the location of the nucleation point of slip events on ancient normal faults, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-16378, https://doi.org/10.5194/egusphere-egu2020-16378, 2020.

EGU2020-345 | Displays | NH4.1

Locating fault tips to aid fault length identification: an example from the Gulf of Corinth rift

Jenni Robertson, Gerald Roberts, Francesco Iezzi, Marco Meschis, Delia Gheorghiu, Diana Sahy, Chris Bristow, and Claudia Sgambato

Crustal-scale active normal faults dominate seismic hazard in some regions and have been intensely studied. However, the lateral tips of these structures have received relatively little attention in the literature so their geometries are poorly known. This is an important omission because locating the tips of normal faults is vital in order to define fault lengths and calculate maximum expected earthquake magnitudes. Identifying tips will be challenging if their geometries, kinematics and rates of deformation are poorly known. Consequently, incorrectly identified tips and hence fault lengths may contribute to uncertainty in Probabilistic Seismic Hazard Assessment.

We investigate the geometry, rates and kinematics of active normal faulting in the western tip zone of the South Alkyonides Fault System (SAFS) (Gulf of Corinth, Greece) by detailed fault mapping and fault offset dating using a combination of new 234U/230Th coral ages and in situ 36Cl cosmogenic exposure ages on wave-cut platforms deformed by faults.

Our results reveal that there is no clear singular fault tip and that distributed deformation in the tip zone of the SAFS occurs across as many as eight faults arranged within ~700 m across strike, each of which deforms deposits and landforms associated with the 125 ka marine terrace of Marine Isotope Stage 5e. Summed throw-rates across strike achieve values as high as 1.6 mm/yr, values that approach those close to the centre of the crustal-scale fault of 2-3 mm/yr from Holocene palaeoseismology and 3-4 mm/yr from GPS geodesy. Considering the uncertainty in the location of the western tip induced by distributed faulting, the SAFS fault length is uncertain by up to ± 6%, which equates to a total maximum magnitude uncertainty of Mw 0.1.

The calculated tip displacement gradient summed across parallel faults since 125 ka for the western tip zone of the SAFS is within the upper range compared to data from other normal crustal-scale faults. We discuss stress interaction between the SAFS and a neighbouring along-strike crustal-scale fault as a potential cause of the observed fault complexity and anomalously high throw and investigate this by undertaking Coulomb stress transfer modelling. The results from the study are discussed within the context of fault-based seismic hazard assessment.

 We conclude that identifying the locations of fault tips is challenging. While the results of this study may or may not be typical of other tip zones owing to the interaction, there is a need for further studies that explore the geometry of both non-interacting and interacting fault tip zones.

How to cite: Robertson, J., Roberts, G., Iezzi, F., Meschis, M., Gheorghiu, D., Sahy, D., Bristow, C., and Sgambato, C.: Locating fault tips to aid fault length identification: an example from the Gulf of Corinth rift, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-345, https://doi.org/10.5194/egusphere-egu2020-345, 2020.

Multiple measurements of the geometry, kinematics and rates of slip across the well-exposed Auletta fault scarp (Campania, Italy) are presented, and we use these in order to investigate: (1) the spatial resolution of field measurements needed to accurately calculate a representative strain-rate for seismic hazard calculations; (2) what aspects of the geometry and kinematics would introduce uncertainty in calculated strain-rate, if those are not measured in the field. Our results show that the magnitude of the post-glacial maximum (15±3 ka) throw gradually decreases towards the tip of the fault, but variations are observed along strike, across areas of structural complexity such as along-strike bends in the fault plane where the fault dip is greater. We find that if such variations are unnoticed, different values of strain-rate would be produced, and hence different values would result in seismic hazard calculations. To demonstrate this, we calculate the strain-rate across the Auletta fault using all our measurements, and subsequently degrade the dataset removing one measurement at a time and recalculating the implied strain-rate at each step. The results show that excluding measurements can alter strain-rate results beyond 1 σ uncertainty, thus we suggest caution when using only one measurement of slip-rate along a fault for calculating hazard, as a full understanding of the potential implied errors needs consideration. Furthermore, we investigate the effect of approximating the throw profile along the fault using boxcar and triangular slip distributions; we show that this can underestimate or overestimate the strain-rate, with results in the range of 72–237% of our most detailed strain-rate calculation. We suggest that improved understanding of the potential implied errors in strain-rate calculations from field structural data should be implemented in seismic hazard calculations.

How to cite: Sgambato, C., Faure Walker, J. P., and Roberts, G. P.: Uncertainty in strain-rate from field measurements of the geometry, rates and kinematics of active normal faults: Implications for seismic hazard assessment, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1409, https://doi.org/10.5194/egusphere-egu2020-1409, 2020.

EGU2020-8016 | Displays | NH4.1

Advanced localization of small seismic events in Europe, case studies in Denmark, Netherlands and Iceland from the GeoERA HIKE project

Tine B. Larsen, Joana E. Martins, Sigríður Kristjánsdóttir, Camilla Rasmussen, Peter H. Voss, and Trine Dahl-Jensen

Earthquakes carry important information about the current state of stress in the subsurface as well as information on the location of weaknesses. Energy exploitation activities and energy storage are inherently connected to changes in pressure in the subsurface and varying pressure rates are applied depending on the level of activity. Especially rapid changes in pressure are known to lead to induced and triggered earthquakes, and in some cases lead to reactivation of otherwise stable and unknown faults. In some cases, increased small magnitude induced seismicity is an indication of possible larger events to follow.

Small earthquakes can be elusive and hard to locate precisely due to low signal-to-noise levels, an insufficient number of seismograph stations as well as over simplified methods and subsurface models. These challenges need to be overcome to be able to more accurately relate microseismicity to anthropogenic activities, and to be able to relate earthquakes to individual faults – both known faults and faults previously unknown. We explore ways to improve the hypocenter locations of earthquakes in exploited areas, principally by studying the effects of improving velocity models from standard 1D models to 3D models. When the geology is relatively uniform over the study area and the number of seismographs is abundant, using a 1D velocity model and a relatively simple method allows for fast and efficient processing yielding useful results. However, a 1D layered velocity model is not the best approximation where anisotropy is high, in areas with localized velocity anomalies, and where substantial velocity jumps in a layered medium control the differential arrival between P- and S-waves resulting in significant depth estimation uncertainties.

We present results using the NonLinLoc software for locating small earthquakes in Denmark, Netherlands and Iceland using 3D velocity models. The location method provides good uncertainty estimates on the hypocenters. To test the quality of the hypocenters calculated with 3D velocity models, results from NonLinLoc is compared to existing hypocenter solutions for the same earthquakes. The results are evaluated with respect to deviations in hypocenters, uncertainty estimates provided by the different methods, efficiency and applicability for different geological settings. The focus of the Danish case study is the oil and gas fields in the North Sea, however due to sparse data and low seismicity the entire Danish region is included in the study. For The Netherlands the focus of the case study is the two decommissioned gas fields, Roswinkel and Castricum, where seismicity occurred after the end of production. The Icelandic case study focusses on the Reykjanes geothermal field located at the southwest point of the Reykjanes Peninsula. Most activity is natural but induced activity has been recorded near the production area of the Reykjanes power plant.

The GeoERA-HIKE project has received funding from the European Union’s Horizon 2020 research and innovation programme under agreement No. 731166

How to cite: Larsen, T. B., Martins, J. E., Kristjánsdóttir, S., Rasmussen, C., Voss, P. H., and Dahl-Jensen, T.: Advanced localization of small seismic events in Europe, case studies in Denmark, Netherlands and Iceland from the GeoERA HIKE project, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8016, https://doi.org/10.5194/egusphere-egu2020-8016, 2020.

Strain caused by earthquakes give rise to many earthquake-related hydrological changes. Mechanisms responsible for them are different from place to place, depending on whether the trigger is the static strain or dynamic strain. Theoretic calculation indicates that the great difference in dependence on epicentral distance is robust enough to discriminate them, however, few studies based on direct strain measurements have tested this hypothesis. The 2016 M6.2 Hutubi Earthquake is a reverse event occurred in the northern Chinese Tien Shan, and the coseismic strain responses have been recorded by nine 4-component RZB borehole strainmeters at the distance from near field to far field. The nearest four stations have recorded resolvable static strain responses, and all stations have perfectly recorded the dynamic strain waves. Our result shows that the difference in the dependence on distance is truly reliable to differentiate static strains from dynamic strains, the static strain is of the same magnitude with the dynamic strain in the near field, and as the distance increase to intermediate and far field, the static strain are a few magnitude smaller. Yet the ratio between them is a complex index relating to the rupturing process itself, the tectonic background, and the seismic wave radiation pattern. Furthermore, the calibrated static strain were also used to relocate the fault plane through a grid-search method, and the result shows that the seismogenic fault is surprisingly a high-angle backthrust fault. The determined fault parameters are 279°/70°/87°, which are also consistent with the aftershock distribution. It indicates that the high-angle backthrust in the Chinese Tien Shan are capable of breaking individually. Considering the high vertical displacement, and their abundance inside the Tien Shan orogenic belt, the high-angle backthrust faults may had also played a significant role in building the modern ultra-high relief in Tien Shan.

How to cite: Gong, Z., Jing, Y., and Li, H.: Static-dynamic strain response to the 2016 M6.2 Hutubi earthquake (eastern Tien Shan, NW China) recorded in a borehole strainmeter network, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1903, https://doi.org/10.5194/egusphere-egu2020-1903, 2020.

EGU2020-18369 | Displays | NH4.1

Present day tectonic regime in the frontal part of the Eastern Alps inferred trough an integrated approach

Nicola Levi, Mario Habermueller, Ulrike Exner, Gerhard Wiesmayr, and Kurt Decker

GPS velocities indicate active convergence between Adria and the European plate, leading to back-trusting in the Southern Alps, uplift in the Tauern Window and to complex strike-slip tectonics associated to the lateral escape of the Alps East of the Tauern Window. The amount of convergence transferred to the frontal part of the Alpine thrust belt is unknown, due to a lack of seismic and geologic evidence.

The active tectonic regime in the frontal part of the Eastern Alps of Austria has been analyzed trough the integration of different data sources. The orientation of the maximum horizontal stress has been inferred from the analysis of in situ failures in 62 deep boreholes with high resolution image logs (FMI and FMS) between Salzburg and Steyr, covering the frontal of the belt (Flysch and Helvetic Units, Imbricated Molasse) and its foreland (undeformed Molasse, Bohemian Massif and its Mesozoic Cover). SHmax is oriented close to N-S, perpendicular to the front of the thrust belt, with very little variations. Furthermore, the orientation of SHmax is not affected by the tectonic position. Indications of perturbations of the stress field are observed only in two wells, both located in the eastern part of the study area (close to Steyr) at the northern edge of the thrust belt. In both wells the anomalous rotation of the stress induced failures occurs in an interval close to a large thrust fault located at the base of the Imbricated Molasse. Structural analysis of borehole image logs and seismic data suggests out-of-sequence thrusting as the cause of this anomaly. The observed stress perturbations suggest activity of the out-sequence-thrust fault in recent times.

The geomechanical models of 10 wells located in different tectonic/geographic positions along the Alpine Foreland Basin indicate that active thrusting is found mostly in the Flysch and Imbricated Molasse around the area of Steyr, whereas a strike slip regime prevails in the central and western sectors of the study area.

Further evidences of active thrust tectonics in the area of Steyr are provided by the record of quaternary fluvial-glacial terraces and by a morphometric analysis of creeks. The terraces of the Mindel Glaciation (MIS 12) appear to be uplifted up to 20 meters along out-of-sequence thrust faults that emplace the Helvetic Units on top of the Rheno-Danubian Flysch Units. Further active thrusting in the same area is observed in the Northern Calcareous Alps, where the profile of a few creeks displays characteristic morphometric shapes associated with mapped out-of-sequence thrust faults.

The results of this study suggest that active thrusting in the frontal part of the Eastern Alps is confined to the Eastern Sector of the study area around the city of Steyr, located a few tens of kilometers West of the area where the Bohemian Massif spur collided with the thrust belt, resulting in intense out-of-sequence thrusting in the hanging wall. This indicates a potential relationship between the observed active tectonic regimes and the subduction of the Bohemian Massif below the Eastern Alps.

How to cite: Levi, N., Habermueller, M., Exner, U., Wiesmayr, G., and Decker, K.: Present day tectonic regime in the frontal part of the Eastern Alps inferred trough an integrated approach, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18369, https://doi.org/10.5194/egusphere-egu2020-18369, 2020.

EGU2020-18834 | Displays | NH4.1

Analysing landforms, borehole logs, and geophysics, for localization and assessment of active faults in the central Vienna Basin (Austria)

Michael Weissl, Decker Kurt, Adrian Flores-Orozco, and Matthias Steiner

The formation of pull apart basins and normal faulting at splays along the Vienna Basin strike-slip fault system resulted in the dissection of the Pleistocene river terraces of the Danube. Displacements of terrace segments are visible on the surface as fault scarps or dells what allows mapping the system of active faults. Furthermore displacement rates can be estimated from the elevation of the basis and the thickness of Quaternary fluvial sediments.

With regard to the prospective utilization of geothermal resources in the area of Vienna a research group was built (Geotief Explore 3D, funded by Wien Energie and FFG) with the objective to identify, map, and assess, Quaternary faults, because such rupture zones are not suitable for the reinjection of thermal water in view of the hazard of triggered earthquakes.

Normal splay faults define the eastern and western margins of Pleistocene Danube terraces north of Vienna. The bodies of these terraces are built up of coarse sandy gravel and sand whereas their surfaces are covered with aeolian and alluvial sediments of the last glacial. Tectonic displacements during the Pleistocene left distinct marks in the late glacial landform configuration of the terraces. Therefore many fault scarps and fault related valleys are clearly cognizable in high resolution LiDAR and satellite images.

During the last decade three distinct fault scarps of the Vienna Basin Transform Fault situated at the terrace edges could be investigated by trenching and transect analysis. Actual research has the objective to model the 3D geometry of the base of the Quaternary strata (horizon Base Quaternary) from a compilation of shallow drillings and the construction of a regional isopach map showing the thickness of Quaternary (growth-) strata.

In the course of research it becomes apparent that within the tectonically subsided areas evidence of neotectonics is overprinted by fluvial sediments and alluvium what hinders accurate localization of faults. However, the sinuosity of palaeochannels in the Danube floodplain seems to be related to tectonics and therefore the pattern of former river channels can be used as sign for tectonic activity during the Pleistocene. In places where signs for active faulting are completely overprinted by fluvial sedimentation and cryoturbation the approved methods for the localization and the assessment of active faults are electrical resistivity tomography and near-surface seismics.

How to cite: Weissl, M., Kurt, D., Flores-Orozco, A., and Steiner, M.: Analysing landforms, borehole logs, and geophysics, for localization and assessment of active faults in the central Vienna Basin (Austria), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18834, https://doi.org/10.5194/egusphere-egu2020-18834, 2020.

EGU2020-19681 | Displays | NH4.1

PALEOSEISMOLOGICAL INVESTIGATIONS AT THE FRONT OF THE EASTERN SOUTHERN ALPS (NE Italy)

Giulia Patricelli, Maria Eliana Poli, Giovanni Paiero, Giovanni Monegato, Francesco Marinoni, Maurizio Olivotto, Andrea Marchesini, Nasser Abu Zeid, Erik Unterprentinger, and Adriano Zanferrari

In the framework of the III level Seismic Microzonation of the Pieve del Grappa municipality (Treviso, NE Italy), three paleoseismological trenches were dug, in order to investigate activity and capacity of the Crespano del Grappa backthrust.

The study area is located in the Veneto foothills, where the Plio-Quaternary external front of the Eastern Southern Alps (Castellarin and Cantelli, 2000) presently propagates with a 2-3 mm/y velocity towards the south (Serpelloni et al., 2016). The external front is composed of a series of arcuated WSW-ENE striking, S verging structures (Galadini et al, 2005). Moreover, the area is characterized by a medium-to-low seismicity with only one M>6 earthquake during the last millennium: the 1695 Asolo event, Mw 6.45 (Rovida et al., 2016).

Regarding the structural framework, the study area is located between the Bassano-Vittorio Veneto Thrust to the north and the Bassano-Cornuda Thrust to the south. The investigated tectonic structure, i.e. the Bassano-Cornuda backthrust, is a N-verging E-W striking reverse structure. Moving from east to the west, it widely crops out near the Castelcucco village, causing a hundred meters displacement in the Miocene Molasse (Braga, 1970). In particular in Crespano village the thrust is responsible of an about 10 m vertical throw in the Quaternary alluvial conglomerates of Lastego river (Parinetto, 1987). Because of the urbanization, the paleoseismological trenches were realized at the eastern (Col Canil) and western (San Vito) borders of the village. In the former case, the trench cut through thick colluvial deposits that probably buried an abandoned valley. Differently, the second and the third trenches affected wide coalescent LGM alluvial fans, which border the southern slope of Mt. Grappa.

The results testify an intense Pleistocene-Holocene deformation of the Crespano del Grappa backthrust. Particularly, active deformation evidence deals with:

  • back-tilting of the Holocene colluvial units;
  • pronounced polyphasic liquefaction episodes, locally completely altering the sedimentary structures of colluvial units;
  • a wide damage zone in the proximity of the morphological scarp and associated with the peak of the induced polarization. This observation testifies that the Crespano del Grappa backthrust reached the surface and displaced topography in the past, probably at the occurrence of one or more events which generated the paleoliquefaction effects;
  • the 3-4 m displacement of the LGM alluvial fan deposits.

Concerning the age of the deformation, the dating of the involved units suggests a post LGM activation, probably recent-to-historical.

 

REFERENCES

Braga GP, 1970. Rendiconti Fisici dell’Accademia dei Lincei, serie 8, 48(4): 451-455.

Castellarin A. and Cantelli L., 2000. Journal of Geodynamics. DOI: 10.1016/S0264-3707(99)00036-8.

Galadini et al., 2005. Geophysical Journal International. DOI: 10.1111/j.1365-246X.2005.02571.x.

Parinetto A., 1987. Aspetti morfotettonici del versante meridionale del Grappa e delle colline antistanti. Unpublished degree thesis. University of Padova, Italy.

Rovida et al., 2016. DOI: http://doi.org/10.6092/INGV.IT-CPTI15.

Serpelloni et al., 2016. Tectonophysics, https://doi.org/10.1016/j.tecto.2016.09.026.

How to cite: Patricelli, G., Poli, M. E., Paiero, G., Monegato, G., Marinoni, F., Olivotto, M., Marchesini, A., Abu Zeid, N., Unterprentinger, E., and Zanferrari, A.: PALEOSEISMOLOGICAL INVESTIGATIONS AT THE FRONT OF THE EASTERN SOUTHERN ALPS (NE Italy), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19681, https://doi.org/10.5194/egusphere-egu2020-19681, 2020.

EGU2020-12360 | Displays | NH4.1

Surface rupture and landscape response within the core of the great Mw 8.3 1934 earthquake mesoseismal area: the case of the Khutti Khola

Magali Riesner, Laurent Bollinger, Magali Rizza, Yann Klinger, Soma Nath Sapkota, Cyrielle Guérin, Çağıl Karakaş, and Paul Tapponnier

Great earthquakes generated along the Himalayan mega-thrust plate boundary have been shown to rupture the surface. The Mw 8.3 1934 Bihar-Nepal earthquake is one of these major seismotectonic events. Previous studies focused on sites located at the western end of the fault trace concluded that the surface rupture associated with this earthquake is still locally preserved. Here we document a new site, along the Khutti Khola rivercut, in the core of the mesoseismal area. The effects of the earthquake in that area were described as cataclysmic, generating massive damages, landslides blocking one of the local rivers at 4 sites. The Khutti river cuts the frontal range, incising a 4 m- high cumulated scarp exposed along a 19 m-long stretch of Siwaliks claystone-sandstone and alluvial deposits. A detailed study of the river cut revealed the presence of faults emplacing Siwaliks over quaternary alluvials. These units are sealed by a colluvial wedge and wash as well as by recent underformed alluvials. The C14 radiocarbon analyses of 10 detrital charcoals collected reveal that the last surface-rupturing event at that site occurred after the 17th century and prior to the post-bomb deposition of the young alluvials. The only historical earthquake known within that period is the 1934 earthquake, inferring that for this event the rupture reached the surface at that site. The rupture was followed by rapid aggradation and sealed by ~2 meters of sediments. In addition to being another rare example for the preservation of the 1934 earthquake, these observations demonstrate that, despite their magnitude and potential surface rupture, the study of the great Himalayan paleo-earthquakes are still challenging however necessary to constrain their lateral extent.

How to cite: Riesner, M., Bollinger, L., Rizza, M., Klinger, Y., Sapkota, S. N., Guérin, C., Karakaş, Ç., and Tapponnier, P.: Surface rupture and landscape response within the core of the great Mw 8.3 1934 earthquake mesoseismal area: the case of the Khutti Khola, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12360, https://doi.org/10.5194/egusphere-egu2020-12360, 2020.

EGU2020-3117 | Displays | NH4.1

Paleo-surface ruptures at both sides of a pressure ridge along Alhama de Murcia Fault (SE Spain)

Octavi Gómez-Novell, María Ortuño, Julián García-Mayordomo, Eulàlia Masana, Thomas Rockwell, Stéphane Baize, and Raimon Pallàs

The Alhama de Murcia Fault (AMF) is one of the most seismically active faults in the Iberian Peninsula, with important associated historical and instrumental seismicity (e.g. the 1674 IEMS VIII and 2011 Mw 5.1 Lorca earthquakes), and numerous geomorphic and paleoseismic evidence of paleoearthquakes. It is an oblique left-lateral strike slip fault within the Eastern Betics Shear Zone (EBSZ), a nearly 500 km long fault system that absorbs a great part of convergence between the Nubian and Eurasian plates. Previous paleoseismic studies have mainly focused on the southwestern and especially the central segment of the fault and yielded slip rate values ranging from 1.0 up to 1.7 mm/yr. In the central segment (Lorca-Totana), the fault splays into several branches, the two frontal ones forming a pressure ridge. Paleoseismic trenches have exclusively been dug in the northwestern fault of the pressure ridge, where most of the displacement is along strike, while the expected reverse southeastern branch has never been directly observed.

We present the first results of paleoseismic trenching across a complete transect of the pressure ridge in the Lorca-Totana segment of AMF. To do so we excavated an exceptionally large trench (7 m deep) in the NW branch and 5 trenches in the SE branch. We have been able to: a) extend the paleoearthquake catalogue in the NW branch by interpreting a total of 13 paleoearthquakes, 6 of which were not identified in previous studies. A restoration analysis has been performed; b) unveil the existence and recent activity (Holocene) of the thrust that bounds the pressure ridge to the SE. We have interpreted at least 5 surface ruptures, with the last one being younger than 8-9 kyr BP, based on new radiocarbon dates.

The study of these two sites allows for the refinement of the seismic parameters of the fault, formerly inferred from the study of a single branch. In this sense, the more complete paleoearthquake catalogue will allow for reassessment of the recurrence intervals assigned to the fault and new slip rate estimates will be inferred by combining data from the two studied sites. Furthermore, forthcoming OSL dates may allow us to prove or reject the synchronicity of surface ruptures on both sides of the pressure ridge, shedding light on the rupturing style of this fault system during the Late Quaternary. We discuss how these new data on fault-interaction may affect several seismic parameters and their repercussion in source modelling for fault-based probabilistic seismic hazard assessments (PSHA) of the region.

How to cite: Gómez-Novell, O., Ortuño, M., García-Mayordomo, J., Masana, E., Rockwell, T., Baize, S., and Pallàs, R.: Paleo-surface ruptures at both sides of a pressure ridge along Alhama de Murcia Fault (SE Spain), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3117, https://doi.org/10.5194/egusphere-egu2020-3117, 2020.

Tectonic displacement is one of the important parameters in determining the seismic potential of an active fault. Its distribution along the fault strike is highly variable; therefore, when assessing seismic hazard, both the quality and the number of measurements of single-event throws are essential. We reconstructed and studied peculiarities of distribution of vertical displacements, which occurred on the land-based part of the Delta fault during the devasting M~7.5 Thagan earthquake of 12 January 1862. Morphologically, the seismogenic structure is expressed by the fault scarp in unconslolidated Holocene sediments, which underwent significant liquefaction and fluidization during the seismic event. In space, the fault scarp coincides with the lacustrine-deltoid and alluvial-deltoid terraces of Lake Baikal and the Selenga river and complicated by eolian deposits.

As a basic method, we used ground-penetrating radar (GPR) in combination with data from shallow drilling, trenching and analysis of seven topographic profiles. By measuring near-field displacements at the fault planes (brittle component) and far-field displacement at a distance from the fault plane (sum of brittle and ductile components according to Homberg et al. (2017)) on GPR sections, we subtracted folding component of the total throw. Besides, we considered a number of other parameters in relation with the value of the last single-event offset in the upper sedimentary layer at a depth of the first meters. As a result, it was found that the displacement during the Tsagan earthquake occurred under NW-SE extension as motion on a stepped system of normal faults with a dip of the major plane to the NW at angles 56–77°. The total throws from GPR data on each of seven profiles were 3.83 m, 9.59 m, 2.4 m, 4.27 m, 9.28 m, 5.23 m, and 1.81 m, which are aligned with vertical fault displacements H1 with an error from 0.03 to 0.47 m. H1 was defined as a vertical distance between the intersections of the fault plane, and planes formed by the displaced original geomorphic surfaces (McCalpin, 2009). The brittle components were 2.32 m, 5.54 m, 1.93 m, 3.0 m, 6.07 m, 3.2 m, and 1.58 m, respectively. The contribution of the ductile component to the total displacement varies from 13% to 42%, the visible fault damage zone widths are from 2.55 m to 20 m. The maximal contributions of the ductile component correspond to minimal fault dips of the major fault plane and, as a whole, to the largest fault damage zone widths, which also correlate well with the offset values.

The structural features of the rupture zones and peculiarities of throw distribution in unconsolidated sediments should be taken into account in order to avoid underestimating the magnitudes of the normal fault earthquakes and their seismic effect. In the case of soft sediments of mixed rheology (competent and incompetent), obviously, one should expect large values of total displacements and wider zones of deformations, in comparison with homogeneous sections. Acknowledgments: The reported study was partly funded by RFBR, project number 19-35-90003.

How to cite: Lunina, O. and Denisenko, I.: Single-event throw distribution along the Delta fault (Baikal rift) from geomorphological and ground-penetrating radar investigations, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-92, https://doi.org/10.5194/egusphere-egu2020-92, 2020.

We model the change of Coulomb Failure Stress (δCFS) during the Weichselian glaciation up until today at 12 locations in Latvia, Lithuania and Russia that are characterised by soft-sediment deformation structures (SSDS). If interpreted as seismites, these SSDS may point to glacially-induced fault reactivation. The δCFS suggests a high potential of such reactivation when it reaches the instability zone. We show that δCFS at all 12 locations reached this zone several times in the last 120,000 years. Most notably, all locations exhibit the possibility of reactivation after ca. 15 ka BP until today. Another time of possible activity likely happened after the Saalian glaciation until ca. 96 ka BP. In addition, some models suggest unstable states after 96 ka BP until ca. 28 ka BP at selected locations but with much lower positive δCFS values than during the other two periods. For the Valmiera and Rakuti seismites in Latvia, we can suggest a glacially-induced origin, whereas we cannot exactly match the timing at Rakuti. Given the (preliminary) dating of SSDS at some locations, at Dyburiai and Ryadino our modelling supports the interpretation of glacially-induced fault reactivation, while at Slinkis, Kumečiai and Liciškėnai they likely exclude such a source. Overall, the mutual benefit of geological and modelling investigations is demonstrated. This helps in identifying glacially-induced fault reactivation at the south-eastern edge of the Weichselian glaciation and in improving models of glacial isostatic adjustment.

This work has been published in Steffen et al. (2019).

Reference:

Steffen, H., Steffen R., Tarasov L. 2019. Modelling of glacially-induced stress changes in Latvia, Lithuania and the Kaliningrad District of Russia. Baltica, 32 (1), 78–90.

How to cite: Steffen, H., Steffen, R., and Tarasov, L.: Indication of glacially-induced fault reactivation in Latvia, Lithuania and the Kaliningrad District of Russia from models of glacial isostatic adjustment, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3453, https://doi.org/10.5194/egusphere-egu2020-3453, 2020.

EGU2020-5399 | Displays | NH4.1

Limitations of soft-sediment deformation structures as indicator for paleo-earthquakes in formerly periglacial and glaciated areas

Katharina Müller, Jutta Winsemann, Thomas Lege, Thomas Spies, and Christian Brandes

During the last years many studies focused on soft-sediment deformation structures (SSDS) to identify past seismic events. However, in regions that were affected by glaciations and periglacial processes like northern and central Europe, the use of SSDS as paleo-earthquake indicator is challenging. Interpretations require great care. Earthquakes are only one possible trigger mechanism of many that can cause liquefaction and/or fluidization of sediments, which leads to the formation of e.g. sand volcanoes, clastic dykes, flame structures, or ball-and-pillow structures.

SSDS triggered by seismic shaking are so-called seismites. Originally the term ‘seismites’ was used by Sailacher (1969) and only referred to sediment beds that were deformed by earthquake-related shaking. Pleistocene seismites are described from former glaciated areas in Germany, Denmark, Sweden, Poland, Latvia, and Lithuania.

However, ice-sheet loading, glaciotectonism as well as freeze and thaw processes in periglacial environments are also potential trigger mechanisms causing the formation of similar looking types of SSDS, which can be easily mistaken for seismites. Therefore, it is important to use a set of clear criteria to recognize seismites in the field.

Extensive studies of Pleistocene sediments in northern Germany have shown that deformation bands are a suitable indicator for paleo-fault activity. Deformation bands that are developed close to the tip line of a fault in combination with e.g. sand volcanoes, clastic dykes, flame structures, or ball-and-pillow structures is the most robust indicator for paleo-earthquakes.

 

References

 Seilacher, A. (1969). Fault-graded beds interpreted as seismites. Sedimentology, 13, 155-159.

How to cite: Müller, K., Winsemann, J., Lege, T., Spies, T., and Brandes, C.: Limitations of soft-sediment deformation structures as indicator for paleo-earthquakes in formerly periglacial and glaciated areas, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5399, https://doi.org/10.5194/egusphere-egu2020-5399, 2020.

NH4.2 – Seismic Hazard and Disaster Risk: Observations, Assessment, Testing and Implementation Policy/Diplomacy

EGU2020-9938 | Displays | NH4.2

Quantifying evolution of aftershocks sequences by Delta/Sigma method: a parametric analysis

Domenico Caccamo, Vincenza Pirrone, Antonella Peresan, and Roberto Lotronto

The Delta/Sigma method is applied in this study to investigate the seismic sequences following major earthquakes, with the aim to understand whether they fit the classical laws of aftershocks occurrence, such as the classical Omori Law and its recent variants, and to explore whether observed deviations from these laws may provide some statistically significant information about the possible occurrence of further large aftershocks. Specifically, the Delta/Sigma method is based on the observation of possible anomalies in the temporal decay of an aftershock sequence. In fact, given the number of events actually observed within a time window U (e.g. 1 day), its difference (Delta) with respect to theoretical number of events, and its standard deviation (Sigma), it was found that, before the occurrence of large aftershocks, the Delta/Sigma ratio may reach rather high values (e.g. above 2-2.5), which can be possibly followed within few days by some relevant aftershocks. The investigation area (referred as "Box") is defined as a rectangular sector, with dimensions proportional to the magnitude M of the mainshock, and with barycenter computed based on aftershocks occurred during the first Tb days from the mainshock.

To investigate the performances of the Delta/Sigma method various earthquake sequences are selected from different regions worldwide, including those associated with recent destructive earthquakes in Italy and Iran. The input data necessary for this study are extracted from global datasets (ANSS-USGS and ISC catalogs) and regional catalogs (e.g. ISIDE bulletins for the Italian territory). A wide set of parametrics tests is carried out in order to verify if this method could forecast the moderate and large aftershocks, which occurred in the region surrounding the mainshocks epicenter. Different input parameters are considered, in order to check the stability and statistical significance of the obtained results.

The preliminary results suggest that the application of Delta/Sigma method could highlight the possible occurrence of several significant aftershocks. Careful assessment of forecasting capability is essential, in order to provide relevant information for mitigation of risks associated with large aftershocks occurrence.

How to cite: Caccamo, D., Pirrone, V., Peresan, A., and Lotronto, R.: Quantifying evolution of aftershocks sequences by Delta/Sigma method: a parametric analysis, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9938, https://doi.org/10.5194/egusphere-egu2020-9938, 2020.

EGU2020-12402 | Displays | NH4.2

Spatial Distribution of Radiated Seismic Energy from Local and Regional Earthquakes in Taiwan

Himanshu Mittal, Ting-Li Lin, and Yun-Hsuan Huang

The radiated energy during earthquakes is one of the important characteristics that have a great impact on human lives. The study of the released energy during earthquakes and their distribution may provide a detailed knowledge about the driving forces. The earthquakes occurring between 1994 and 2018 are used to study the spatial distribution of energy in and around Taiwan. The maximum depth of earthquakes used in the present work is 320 km. Hwang's (2012) approach based on local records from Taiwan is used to estimate energy for all earthquakes having  ML ≤ 6.4. As  ML saturates for higher magnitude earthquakes, a correction factor is applied to all earthquakes above 6.4 based on energy calculation for Chi-Chi and JiaSian earthquake. It is found that the distribution of earthquake numbers and energy is not uniform. In particular, 99% of the events occurred within 100 km while the remaining 1% occurred from 100 to 320 km. Most of the events, about 78% of the total earthquakes are confined to the upper 20 km depth. Around 90% of energy release in and around Taiwan is contributed by the earthquakes occurring to a depth of 100 km. Only a few earthquakes occur beyond 100 km depth; contributing around 10% of total released energy. The highest energy release is attributed to the eastern subduction along the Ryukyu trench. Our results show that the lower crust may play an important role in energy distribution, though most of the earthquakes have occurred in the upper crust.  So, in addition to upper crust controlling plate-driving forces, the lower crust may also control these forces causing deformation. Therefore, the temporal and spatial distributions of seismic energy release can be further studied to reveal the characteristics of the seismogenic zone in the future.

Keywords: Energy, Magnitude, Subduction, Ryukyu trench, Subduction

How to cite: Mittal, H., Lin, T.-L., and Huang, Y.-H.: Spatial Distribution of Radiated Seismic Energy from Local and Regional Earthquakes in Taiwan, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12402, https://doi.org/10.5194/egusphere-egu2020-12402, 2020.

We have used a stochastic approach to simulate a large number of scenarios for in-slab intermediate-depth earthquakes in the southern Aegean Sea Hellenic subduction region, by applying an extended-source model using the EXSIM code. A large database of synthetic ground motion recordings for events with magnitudes in the range M6.0-8.5 has been compiled, covering the whole southern Aegean Benioff zone. For the stochastic simulations, we followed the approach developed in our previous works (Kkallas et al., 2018a,b), where we used the anelastic attenuation from the GMPEs modeling developed by Skarlatoudis et al. (2013) to constrain the different attenuation patterns and properties for the back-arc and fore-arc area. Simulation model parameters, such as stress parameters and attenuation parameters were also adopted from previous works, while for fault parameters we adopted the typical average focal mechanisms proposed by Papazachos et al. (2000), in agreement with the regional subduction tectonics. Estimates of expected ground motion measurements (PGA and PGV values) at different distances from different earthquakes have been employed to generate hybrid Ground-Motion Prediction Equations (GMPE). More specifically, we attempt to modify the existing Ground-Motion Prediction Equations (GMPE) from Skarlatoudis et al. (2013) for intermediate-depth earthquakes along the Hellenic Arc for large magnitude events (M>6.5), so that they can be efficiently used for Seismic Hazard assessment, as the original strong-motion dataset used for their development was lacking data in this magnitude range. Peak ground accelerations and velocities predicted by the EXSIM code are generally in very good agreement with the available GMPE results for magnitudes less than M7. However, significantly lower ground motions than those predicted by the GMPEs are predicted for large-magnitude events (M>7). Using the previous results, we propose a magnitude-dependent correction for the GMPE results both back-arc and along-arc ground motions. Moreover, we demonstrate how the final earthquake ground motion scenarios, as well as the modified GMPEs affect both deterministic and probabilistic seismic hazard analysis. This work has been partly supported by the HELPOS (MIS 5002697) project.

How to cite: Kkallas, H., Papazachos, C., and Vamvakaris, D.: Ground Motions prediction Equations from a stochastic simulation approach for in-slab intermediate-depth earthquakes along the Hellenic subduction zone, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-652, https://doi.org/10.5194/egusphere-egu2020-652, 2020.

EGU2020-7683 | Displays | NH4.2

Intensity Prediction Equation for Austria: Applications and analysis

María del Puy Papí Isaba, Stefan Weginger, Maria-Theresia Apoloner, Yan Jia, Helmut Hausmann, Rita Meurers, and Wolfgang Lenhardt

We present the results of the intensity prediction equation for Austria as a function of moment magnitude, focal depth and hypocentral distance from the source. This equation aims to be simple and correct to generate shakemaps in near-real-time for crisis management and risk assessment in terms of the impact of an earthquake. Before the model computation, the dataset was carefully selected from the Austrian Earthquake Catalogue (AEC). Then, the model was derived through two Ordinary Least Square Adjustments; the first one was used to calibrate the epicentral intensity, whereas the second one aimed to derive an intensity attenuation law. Additionally, first own-approach to remove local site effects was used to refine the model. In total, the used dataset includes 42 earthquakes befalling in Austria and border regions between 2004 and 2018. Their local magnitude varies between 3.0 and 5.4. In total, 3,214 IDPs with intensity values between III and VII-VIII (EMS-98) were used.

Applications and analysis of the model will be presented. Furthermore, first results to an Austrian hazard map based on intensities will be introduced.

How to cite: Papí Isaba, M. P., Weginger, S., Apoloner, M.-T., Jia, Y., Hausmann, H., Meurers, R., and Lenhardt, W.: Intensity Prediction Equation for Austria: Applications and analysis, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7683, https://doi.org/10.5194/egusphere-egu2020-7683, 2020.

EGU2020-4820 | Displays | NH4.2

Seismic hazard map of Austria

Stefan Weginger, Papí Isaba María del Puy, Yan Jia, and Wolfgang Lenhardt

After 25 years, a new seismic hazard map for Austria was created. The improvements in the Probabilistic Seismic Hazard Assessment (PSHA) are based on expanded and updated catalog data with improved depth, source-mechanism and moment magnitudes. Locally adapted ground motion prediction equations (GMPE) were calculated by applying a least square adjustment to the local measurements. A neuronal networks approach was successfully tested. The final selection is carried out by using statistical parameters, like Log-Likelihood and Euclidean Distance Range. Verified calculation methods, like Bayesian Penalized Maximum Likelihood and modified Gutenberg Richter, were used. The uncertainties have been considered by using the covariance matrix according to Stromeyer (2015). The PSHA approach combines a model of seismic zones (area sources), which is composed of zones and superzones, a zone-free model (smoothed seismicity) and a model with geological fault zones. A logic tree function was used to merge the models, the maximum magnitudes (by EPRI-Approach) and the GMPE. The calculations were carried out with the Openquake software framework. The results were compared with the current norm and the results of neighboring countries. Furthermore, the uniform hazard spectra were compared with the new Eurocode draft.

How to cite: Weginger, S., María del Puy, P. I., Jia, Y., and Lenhardt, W.: Seismic hazard map of Austria, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4820, https://doi.org/10.5194/egusphere-egu2020-4820, 2020.

EGU2020-7215 | Displays | NH4.2

Larger peak ground accelerations in extra-Carpathian area than in epicenter

Gheorghe Marmureanu, Florin Stefan Balan, and Alexandru Marmureanu

Devasting ― and, in some sense, unforeseen  ―  earthquakes in Nepal, Sumatra, Haiti, Japan  and elsewhere have triggered a heated debate about the legitimity and limitations of probabilistic seismic hazard  assessment(PSHA). The authors are coming with many recorded data which will open up a new challenge to seismologists studiing nonlinear site effects in 2-D and 3-D irregular geological structures, leading them to a realistic research subject in earth physics, in nonlinear seismology. Shortly, why are we recording PGA values much higher than epicenter value? There was a need to create, for Europe, a unified framework for seismic hazard assessment and to produce a common integrated European probabilistic seismic hazard assessment (PSHA) model and specific scenario based on modeling tools. The leading question is, if this is happening only in this area of Europe. Vrancea is the site of strong intermediate-depth seismicity, down to 160 – 200 km depth and large magnitudes (MW ≤ 7.9 - 8.0) and is one of the most active seismic zones in Europe. The latest strong and deep Vrancea earthquakes occurred on August 30, 1986 (Mw = 7.1; h = 131.4 km, in epicenter a=162.60 cm.s2 and at Chisinău:212 cm/s2;Focsani:310 cm/s2;Iaşi:181 cm/s2; Otopeni: 220cm/s2 etc.); May 30, 1990 (Mw = 6.9; h = 90.9 km; in epicenter: 157 cm/s2; Chişinau:189 cm/s2; Oneşti:242 cm/s2;Periş:242 cm/s2; Bolintin din Vale:219 cm/s2; Campina;271 cm/s2 etc. & May 31, 1990 (MW = 6.4; h = 86.9 km, in epicenter: a=102 cm/s2;Focşani:162 cm/s2.There are more than 200 values larger than epicenter ones. More, on October 28,2018 an earthquake (Mw=5.89 and h= 147.8 km ) generate  acceleration of 8.65 cm/s2 in epicenter Vrâncioaia and accelerations of   69 cm/s2 in Ploieşti; 65  cm/s2 in Leova - Republic of Moldova etc. Why in this part of Europe/World there are many peak ground accelerations recorded and are larger than epicenter values ?. Surface waves Rayleigh and Love waves ( A third type of surface wave, the Stonely wave propagates along an interface between two media and is more correctly an interface wave and are not dispersive, thus they decrease in amplitude with distance from the interface) are seismic waves which are guided along the surface of the earth and the layer near the surface and they do not penetrate into the deep interior.

On the other time, the Alpine Tethys was linked to the Euro-Asian back-arc basins located further east through the Moesia - Dobrogea Transform [G. G. Stampfli; http://sp.Lyellcollection.org/by guest on November 14, 2019]. It is observed along new times that in Dobrogea area the peak ground accelerations recorded in last time are smaller than epicenter ones and our Nuclear Power Plant is  safe  to strong Vrancea earthquakes. Peak ground accelerations recorded   in Muntenia, Moldova   and   Republic of   Moldova are maily larger than   Vrancioaia epicenter values (Gh.Mărmureanu, Certainties/uncertainties in hazard and seismic risk assessment of strong Vrancea earthquake. Romanian  Academy Press,2016,330 page,ISBN 978-973-27-2629-7).

How to cite: Marmureanu, G., Balan, F. S., and Marmureanu, A.: Larger peak ground accelerations in extra-Carpathian area than in epicenter, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7215, https://doi.org/10.5194/egusphere-egu2020-7215, 2020.

EGU2020-22444 | Displays | NH4.2

Characteristics of induced seismicity during hydraulic stimulations

Georg Dresen, Stephan Bentz, Grzegorz Kwiatek, Patricia Martínez-Garzón, and Marco Bohnhoff

Near-realtime seismic monitoring of fluid injection allowed control of induced earthquakes during the stimulation of a 6.1 km deep geothermal well near Helsinki, Finland. The stimulation was monitored in near-real time using a deep seismic borehole array and series of borehole stations. Earthquakes were processed within a few minutes and results informed a Traffic Light System (TLS). Using near-realtime information on induced-earthquake rates, locations, magnitudes, and evolution of seismic and hydraulic energy, pumping was either stopped or varied. This procedure avoided the nucleation of a project-stopping red alert at magnitude M2.1 induced earthquake, a limit set by the TLS and local authorities. Our recent studies show that the majority of EGS stimulation campaigns investigated reveal a clear linear relation between injected fluid volume, hydraulic energy and cumulative seismic moments suggesting extended time-spans during which induced seismicity evolution is pressure-controlled. For most projects studied, the observations are in good agreement with existing physical models that predict a relation between injected fluid volume and maximum seismic moment of induced events. Some EGS stimulations however reveal unbound increase in seismic moment suggesting that for these cases evolution of seismicity is mainly controlled by stress field, the size of tectonic faults and fault connectivity. Transition between the two states may occur at any time during injection, or not at all. Monitoring and traffic-light systems used during stimulations need to account for the possibility of unstable rupture propagation from the very beginning of injection by observing the entire seismicity evolution in near-real-time and at high resolution could possibly provide a successful physics-based approach in reducing seismic hazard from stimulation-induced seismicity in geothermal projects.

How to cite: Dresen, G., Bentz, S., Kwiatek, G., Martínez-Garzón, P., and Bohnhoff, M.: Characteristics of induced seismicity during hydraulic stimulations, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22444, https://doi.org/10.5194/egusphere-egu2020-22444, 2020.

EGU2020-14971 | Displays | NH4.2

Earthquake hazard assessment uncertainty reduced by fragile geologic features in coastal Central California

Anna Caklais, Dylan Rood, Mark Stirling, Christopher Madugo, Norman Abrahamson, Klaus Wilcken, Tania Gonzalez, Albert Kottke, Alexander Whittaker, William Page, and Peter Stafford

Probabilistic seismic hazard analysis (PSHA) models typically provide estimates of ground motions for return periods that exceed historical observations. It is therefore important to develop quantitative methods to evaluate and refine ground motion estimates for long return periods, especially in proximity to major earthquake sources where estimates can be very high. Here we provide empirical constraints over 10,000s years on ground motions from onshore and offshore seismic sources in central California using the distribution, age and fragility (probability of toppling given an intensity of ground shaking) of fragile geologic features.

The fragility is estimated for seven precariously balanced rocks (PBRs) formed on uplifted marine terrace palaeo-sea stacks. The site is <10 km from the Hosgri fault, a major offshore fault considered part of the San Andreas fault system. PBR 3D models were constructed using photogrammetry and used to define normalized geometric measures that could be combined with empirical models to estimate the probability of toppling (i.e., fragility), over a range of vector ground motions (PGA and PGV/PGA). Using vector hazard and the fragility, the likelihood of survival was then computed. The PGA associated with a 50 percent chance of survival varies from ~0.4-1.3 g for the selected PBRs.

We obtain fragility ages (time that each PBR achieved its current geometry) using Be-10 cosmogenic surface exposure dating. Extremely low Be-10 concentrations (~5000 at/g) in modern high-stand samples demonstrates minimal inheritance and reliability of chert age estimates. Additionally, the volume of colluvium surrounding the palaeo-sea stack outcrops, determined from LiDAR, combined with alluvial fan surface dating (using Be-10 and soil profile development indices) indicates low erosion rates (~2.5 mm/ky) and long-term stability. Exposure ages that bound the fragility age by approximating the removal of surrounding blocks range ~17-95 ky. The similar age distributions of block removal events around all of features suggests that all PBRs share a common evolution, and we interpret ~21 ka as the most defensible fragility age estimate of all seven PBRs, with negligible change to their fragility between that time and now. Despite the lack of constraints on the recurrence behaviour of the Hosgri Fault, the slip rate is such that the PBRs have almost certainly experienced multiple large-magnitude, near-field earthquakes, and therefore provide rare constraints on low frequency ground motions.

Each estimate output from the PSHA model is evaluated against the ground-motion corresponding to the 95% probability of survival of the most fragile PBR over the 21 ka fragility age. The logic tree branches that produce estimates inconsistent with the survival of the PBR are removed from the PSHA model. From the consistent logic tree branches a new PSHA model is produced that has reduced mean ground-motion levels and reduced uncertainty between the estimates. At the 10-4 hazard level, the mean ground motion estimate is reduced by ~30% and the range of estimated 5th-95th percentile ground motions is reduced by ~50%.

How to cite: Caklais, A., Rood, D., Stirling, M., Madugo, C., Abrahamson, N., Wilcken, K., Gonzalez, T., Kottke, A., Whittaker, A., Page, W., and Stafford, P.: Earthquake hazard assessment uncertainty reduced by fragile geologic features in coastal Central California, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-14971, https://doi.org/10.5194/egusphere-egu2020-14971, 2020.

EGU2020-20575 | Displays | NH4.2

Modeling seismic capacity of stalagmites

Piotr Bońkowski, Zbigniew Zembaty, Piotr Bobra, and Katalin Gribovszki

The need to model seismic capacity of stalagmites derives from the objective of speleoseismology to study long term seismic hazard [1], [2], [3]. Assessment of the seismic capacity of stalagmites is done in terms of peak ground acceleration, which would break the stalagmite. The problem is not easy for many reasons: (1) the shape and internal structure is neither uniform nor isotropic, (2) it is well known from seismic engineering that to model breaking of a vertical cantilever may require knowledge of a full time history of accelerations (PGA, duration, spectral content) and (3) that one may also need to consider multicomponent seismic effects (e.g. including rocking component [4], [5]).

So far the seismic models of stalagmites are modeled as beams with intervals of constant cross-sections (e.g. [2]). In order to develop more sophisticated Finite Element Models (FEM), including also their random properties, one may require to calibrate the models by breaking some real stalagmites which, for obvious reasons is not possible. However, some short pieces of broken stalagmites can be found in the caves and used in the breaking experiments. The real stalagmites often represent the slenderness ratio (λ = height/width) of the order of 40 or more. It is well known that modes of failure of such slender objects are different than the failure modes of short, stocky beam.

Thus, before any experimental validations of the FEM models of the stalagmites are undertaken, numerical modeling of bending and shear seismic capacities of short and slender beams must be compared and respective breaking parameters should be determined.

The purpose of the lecture proposed for session NH4.2/SM3 is to present results of numerical analyses of 3D FEM models of short (λ = about 10) and long beams (λ = about 40). Results of such numerical simulations will help to design proper breaking experiment on the pieces of stalagmites and help calibrate future FEM models consisting of many thousands of finite elements including random, nonuniform structure of tested stalagmites.

References

[1] Becker A., Davenport C. A., Eichenberger U., Gilli E., Jeannin P.-Y., Lacave C., (2006), Speleoseismology: A critical perspective, Journal of Seismology, 10, pp. 371–388, DOI 10.1007/s10950-006-9017-z

[2] Gribovszki K., Kovács K., Mónus P., Bokelmann G., Konecny P., Lednická M., Moseley G., Spötl C., Edwards RL., Bednárik M., Brimich L., Tóth L., (2017), Estimating the upper limit of prehistoric peak ground acceleration using an in-situ, intact and vulnerable stalagmite from Plavecká priepast cave (Detrekői-zsomboly), Little Carpathians, Slovakia - first results, J. Seismol., 21(5), pp. 1111-1130, DOI 10.1007/s10950-017-9655-3

[3] Gribovszki K., Esterhazy S., Bokelmann G., (2018), Numerical modeling of stalagmite vibration, Pure and Applied Geophysics, 175, pp. 4501-4514, DOI: 10.1007/s00024-018-1952-4, https://doi.org/10.1007/s00024-018-1952-4

[4] Zembaty Z., Tutorial on Surface Rotations from the Wave Passage Effects — Stochastic Approach, Bulletin of the Seismological Society of America, 99, No. 2B, pp. 1040–1049, May 2009, doi: 10.1785/0120080102

[5] Bonkowski P.A., Zembaty Z., Minch Y.M., Engineering analysis of strong ground rocking and its effect on tall structures, Soil Dynamics and Earthquake Engineering, 2019, 116, pp. 358-370, https://doi.org/10.1016/j.soildyn.2018.10.026

How to cite: Bońkowski, P., Zembaty, Z., Bobra, P., and Gribovszki, K.: Modeling seismic capacity of stalagmites, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20575, https://doi.org/10.5194/egusphere-egu2020-20575, 2020.

EGU2020-3834 | Displays | NH4.2

Deterministic versus probabilistic seismic hazard assessment for the Shillong Plateau

Alik Ismail-Zadeh, Olympa Baro, and Abhishek Kumar

The Shillong Plateau is an earthquake-prone region in the northeastern India. Based on regional seismotectonic studies, we present the results of seismic hazard assessment, both deterministic (DSHA) and probabilistic (PSHA), and map peak horizontal accelerations (PHA) for three largely populated districts within the Shillong Plateau - the East Khasi hills, the Ri-Bhoi, and the West Garo hills. The hazard analysis methodology is based on the analysis of 72 earthquake sources (active faults) located within 500 km seismotectonic region around the plateau. Using an average sample log-likelihood approach, suitable ground motion prediction equations (GMPEs) are identified. As a variation in hypocentral distances can affect the ranks (or weights) of selected GMPEs, DSHA is performed separately for the three selected districts. DSHA shows that the northern part of the East Khasi hills, eastern part of Ri-Bhoi district and the West Garo hills districts exhibit the highest PHA value. DSHA indicates that the Barapani, Oldham, and Dauki faults influence significantly the seismic hazard of the studied region. In the case of PSHA, the annual frequency of exceedance of ground motions for three populated cities (Shillong city, Nongpoh, and Tura), located within above three districts respectively, are determined. Individual hazard curves indicate that the Barapani fault possesses the highest frequency of seismic hazard for Shillong city and Nongpoh. At Tura, both Eocene hinge zone and Dauki faults are responsible for the highest frequency of seismic hazard. The results of the PSHA are compared with those obtained using the DSHA approach indicating a difference between the two approaches for the West Garo hills district. It is shown that this difference is associated with the Oldham fault located near the district. The fault can produce a great earthquake, although with a lower probability of occurrence compared to a few other faults capable of producing smaller events with higher probability of occurrence. Hence, in the PSHA, the effect of the Oldham fault is less pronounced in terms of the design life of a structure, than in the case of the DSHA.

How to cite: Ismail-Zadeh, A., Baro, O., and Kumar, A.: Deterministic versus probabilistic seismic hazard assessment for the Shillong Plateau, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3834, https://doi.org/10.5194/egusphere-egu2020-3834, 2020.

The 26 December 2004 Sumatra earthquake of Mw 9.2 and the resultant tsunami that claimed over 2,50,000 human lives is probably the most destructive natural disaster of the 21st Century so far. Although the science of tsunami warning had advanced sufficiently by that time, with several tsunami warning centers operating in various oceans, no such system existed for the Indian Ocean. Here we present the discussions and interactions held in India and globally to convince setting up of ITEWS. False tsunami alarms subsequent to 26 December 2004 earthquake had developed a sense of scientific disbelief in the public and to a certain extent in Government of India. We demonstrated to the national and international community that there are only two stretches of faults that could host tsunamigenic earthquakes as far as the India Ocean is concerned. These are: 1) a stretch of some 4000 km of a fault segment extending from Sumatra to Andaman Islands and 2) an area of about 500 km radius off the Makaran Coast in the Arabian Sea. And if we cover these two areas with ocean bottom pressure recorders, the problem of false alarms would be reduced to a large- extant. This plan was finally agreed to and necessary financial, logistic and technical support was made available. The setting up of the ITEWS started in middle 2005 and was completed in August 2007. It has performed very efficiently since then. Over the past ~ 8 years, it monitored ~ 500 M ≥ 6.5 and provided advisories. As against the requirement placed by IOC of issuing an advisory in 10 to 15 minutes time, ITEWS has been doing it in ~ 8 minutes. Since its inception in 2007, no false alarm has been issued and it is rated among the best in the world.

IOC has designated ITEWS as the Regional Tsunami advisory Provider (TSP) Indian Ocean Regional Tsunami Center.

How to cite: Gupta, H.: Setting up of the Indian Tsunami Early Warning System (ITEWS): National and International Interactions for the Success of ITEWS, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4479, https://doi.org/10.5194/egusphere-egu2020-4479, 2020.

EGU2020-19660 | Displays | NH4.2

CTBT IMS - International Cooperation at its finest

Nurcan Meral OZel and David Jepsen

The International Monitoring System (IMS) of the Comprehensive Nuclear-Test-Ban Treaty is one of the most ambitious global projects ever undertaken by more than 183 states. It’s establishment exemplifies international cooperation through the huge undertaking, coordination and massive investment by all Member States. The IMS monitors the whole earth, atmosphere and undersea for any potential nuclear test but this extraordinary network can also detect and record traces of natural and anthrogenic disasters that are ever present.

The IMS network sets a precedent for reliability, quality and requirements on a global scale. The network is comprised of 4 technologies (seismic, infrasound, hydroacoustic and radionuclide) that monitor the earth’s environments to an incredibly low level and hence is an invaluable resource for monitoring and understanding natural hazards.To date, for example, the CTBTO has signed 14 agreements with tsunami warning organizations for the usage of CTBT data to assist with the timeliness and accuracy of tsunami warnings.

The effectiveness of plans to deal with natural disasters depends on a country’s level of resources and readiness. Member States can rely and call upon the CTBTO and the IMS network to assist them at a time of crisis. The IMS is truly a global network that has no borders.

How to cite: Meral OZel, N. and Jepsen, D.: CTBT IMS - International Cooperation at its finest, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19660, https://doi.org/10.5194/egusphere-egu2020-19660, 2020.

EGU2020-22175 | Displays | NH4.2 | Highlight

Taking an all-hazards approach to tackling global disaster risk – an important step towards implementing the UN Sendai Framework for Disaster Risk Reduction

James Norris, Natalie Wright, Lucy Fagan, Lidia Mayner, and Virginia Murray

On behalf of the UNDRR/ISC Technical Working Group Task Team

Background - A disaster is a catastrophic event that seriously disrupts a community, with long-term public health, economic and environmental impacts.  The Sendai Framework aims for ‘the substantial reduction of disaster risk and losses in lives, livelihoods and health’.   It advocates an all-hazards approach, to which an understanding of the full scope of hazards faced by communities is essential.  To date there is no scientific list of hazards and definitions encompassing the hazards covered under the Sendai Framework.  This project aims to provide such an overview, which will serve the implementation of the Sendai Framework, and contribute towards the Paris Climate Change Agreement and Sustainable Development Goals.

Methods - A global task team was established by the UN Office for Disaster Risk Reduction and International Science Council, chaired by Public Health England, comprising science and technical experts from UN agencies and the wider scientific community.  Methods included the operationalisation of the UN General Assembly definition of hazard, the development of a hazard taxonomy through consultation with over 500 scientific experts and developing a ‘hazard information profile’ for each hazard describing globally agreed scientific and statistical definitions.

Results - The definition of hazard was operationalised by applying three inclusion criteria:  the potential to affect the functioning of a community, available (proactive and) reactive measures, and measurable spatial and temporal components.  Hazards could be excluded based on complexity.  Overall, 300 hazards were included and described.

Discussion - This novel, scientific endeavour, working at a global scale, marks an important step in the implementation of the Sendai Framework.  The all-hazards taxonomy will provide nation states with a scientific tool to enhance their disaster risk management systems, improving the resilience of some of the world’s most vulnerable communities to disasters.

How to cite: Norris, J., Wright, N., Fagan, L., Mayner, L., and Murray, V.: Taking an all-hazards approach to tackling global disaster risk – an important step towards implementing the UN Sendai Framework for Disaster Risk Reduction, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22175, https://doi.org/10.5194/egusphere-egu2020-22175, 2020.

The characterization of near-Earth-objects (NEOs) with regard to physical attributes and potential risk presents a complex scientific challenge. The societal and policy risks and impacts are no less complex. If, in fact, humankind is finally at the stage where it can technically prevent or mitigate a catastrophic asteroid impact, through deflection or other physical means, the question remains as to whether or not humankind has the political will, and appropriate institutions, to do so. As such, planetary defense represents a unique opportunity to link public policy theory and disaster diplomacy with regard to a low probability/high risk problem. What challenges does this opportunity raise, and how should we look into this situation? The problems of NEOs, asteroids and planetary defense and the solutions prescribed to address them presents an interesting and unique challenge for public policy theory. David Morrison’s definition of the problem (2010) sets the diplomatic and policy stage…  “the potential exists for an impact catastrophe at any time, in any country, with little or no warning.” Current planetary defense policy approaches can be characterized into three areas:

1) Identification, characterization, and monitoring of objects and their potential threat. Creation of the concept of “planetary defense” which is a policy statement in itself, and the institutionalization of PD (NASA, ESA, UN, interagency working groups, universities).

2) Response (solution) type 1, or the determination and implementation of effective deflection or mitigation responses. The solution is more science and technology.

3) Response (solution) type 2, the traditional civil defense and natural hazard response, preparation and response activities.

Are NEOs scientific and technological problems to be “solved” through more research funding, decrease the uncertainty, or are they more of a traditional civil defense problem, global security problem, or even an opportunity for larger issues of the peaceful and legal use of space and the economic exploitation of space resources? Each of these definitions of the “problem” is connected to potential “solutions,” which compete for attention and resources with significant implications for disaster diplomacy and governance. This contribution will connect current disaster diplomacy thinking with our understanding of the policy challenges from low probability/high consequence disaster events.

How to cite: Lindquist, E.: Disaster diplomacy and planetary defense: a policy perspective on low probability events, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9958, https://doi.org/10.5194/egusphere-egu2020-9958, 2020.

EGU2020-5491 | Displays | NH4.2

Long term seismic hazard information from intact, vulnerable stalagmites in Domica cave, O:rdo:glik Hall, Slovakia

Katalin Gribovszki, Daniele Pinti, Chuan-Chou Shen, Péter Mónus, Ernő Prácser, Attila Novák, Márta Kiszely, Sofi Esterhazy, Lili Czirok, and Marketa Lednicka

Long-term information can be gained from intact and vulnerable stalagmites in natural caves. These formations survived all earthquakes that have occurred, over thousands of years - depending on the age of the stalagmite. Their “survival” requires that the horizontal ground acceleration has never exceeded a certain critical value within that time period.

Here we present such a stalagmite-based case study from the Gömör-Torna karst region, Slovakia. A candlestick shaped, intact and vulnerable 4.51 m tall stalagmite in Domica cave, Ördöglik Hall has been examined in situ many times since 2012. The examination of candlestick shaped, intact and vulnerable (IVSTM) in Domica cave, Ördöglik Hall (southeastern Slovakia) is the continuation of our previous examination of intact, vulnerable stalagmites in other caves in Hungary, Bulgaria, Slovakia and Austria. The aim of our investigation is to estimate the upper limit for horizontal peak ground acceleration generated by paleoearthquakes.

The method of our investigation is the same as before: the density, the Young’s modulus and the tensile failure stress of broken stalagmite samples have been measured in mechanical laboratory, whereas the dimensions and the natural frequency of IVSTM were determined by in situ observations. The value of horizontal ground acceleration resulting in failure and the theoretical natural frequency of IVSTM were assessed by theoretical calculations.

New results of age determination of drilled core samples from Ördöglik Hall, Domica cave are available. The age has been determined by Multi Collector – Inductively Coupled Plasma Mass Spectrometry analysis (MC-ICPMS). Our measurements show, that the base part of the IVSTM is not older than 10 kyears.

The critical horizontal ground acceleration values as a function of time going back into the past determined from stalagmite, that we investigated (IVSTM), are presented. This result have to be taken into account when calculating the seismic potential of faults near to Domica cave (e.g. Darnó and Rozsnyó lines).

How to cite: Gribovszki, K., Pinti, D., Shen, C.-C., Mónus, P., Prácser, E., Novák, A., Kiszely, M., Esterhazy, S., Czirok, L., and Lednicka, M.: Long term seismic hazard information from intact, vulnerable stalagmites in Domica cave, O:rdo:glik Hall, Slovakia, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5491, https://doi.org/10.5194/egusphere-egu2020-5491, 2020.

EGU2020-3721 | Displays | NH4.2

Daily felt earthquake database based on historical diaries of pre-modern Japan

Akihito Nishiyama, Masaharu Ebara, Rei Mizuno, Seiya Yoshioka, Akihiko Katagiri, and Yusuke Oishi

In Japan, seismic observation using modern instruments was started at the end of the 19th century, and the nationwide seismic observation network was developed in the early 20th century. Therefore, to study earthquakes that occurred before the start of modern seismic observation, it is necessary to conduct research and analysis based on historical documents.
Since the end of the 6th century, there have been various types of historical documents describing earthquakes and their damage in Japan. Especially since the 10th century, historical source journals have described not only large earthquakes that caused great damage, but also small earthquake quakes. In Japanese history, pre-modern diaries were considered as semi-official archives intended for future reference and are used in various studies as reliable primary archives.
The history diaries have the following features: (1) their descriptions are highly reliable because they were written immediately after the event or on the same day. (2) You can specify exactly where the history diaries were recorded. (3) The same author kept a diary for ten to several decades, providing continuous and stable information. (4) In some areas in Japan, historical diaries have existed almost continuously since the 10th century.
In this study, many such history diaries are accumulated over a wide area in Japan, and the descriptions of felt earthquakes are extracted and digitized, and a database has been constructed so that the digitized information can be easily used for seismology research. In the prototype of the "Historical Diary-based Sensible Earthquake Database" introduced at the previous meeting, the diary historical data at 28 locations and 2,767 felt earthquakes were registered for four years from 1853 to 1856 (Nishiyama et. al., 2019).
Since then, the database was released in a website, and the data has been expanded to 47 locations and 3,376 felt earthquake data for the same period. The database includes the date and possible occurrence time of the earthquake, the recording location, and the magnitude of shaking. In order to efficiently utilize this database for seismology research, we also have developed a graphic user interface (GUI) with the following functions.
(a) A function to display the locations where shaking was recorded during the same time period on the same map, and plays the specified period as a moving image.
(b) A function to examine whether a felt earthquake recorded at different locations on the same day is caused by the same earthquake. The possible time periods of each shaking are displayed side by side.
This database and the newly developed GUI eliminate the need to read historical diaries, which requires the specialty of history. Utilizing digitized data, it is expected to promote seismology research, such as elucidation of long-term seismic activity including not only large-scale but also small- and medium-scale earthquakes.

How to cite: Nishiyama, A., Ebara, M., Mizuno, R., Yoshioka, S., Katagiri, A., and Oishi, Y.: Daily felt earthquake database based on historical diaries of pre-modern Japan, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3721, https://doi.org/10.5194/egusphere-egu2020-3721, 2020.

EGU2020-6152 | Displays | NH4.2

Probabilistic damage scenarios from uncertain macroseismic data

Elisa Varini and Renata Rotondi

Nowaday, macroseismic data are still essential for the seismic hazard assessment in several regions because they provide important knowledge on preinstrumental earthquakes, nedeed to compile historical earthquake catalogs. This is especially true for Italy, which boasts a large and accurate macroseismic database, DBMI15, composed by 122701 macroseismic records related to 3212 earthquakes occurred from 1000 up to 2014. It should be noted that some records are incomplete or the available information is insufficient for the assignment of the intensity at a given site (e.g. intensity IX-X denotes that the level of damage at that site is uncertain and evaluated IX or X with a probability of 50% each). In order to respect both the ordinal nature of macroseismic intensity and its tendency to decrease with distance from the epicentre, we consider the beta-binomial model by Rotondi and Zonno (Ann. Geophys., 2004; Rotondi et al., Bull. Earthq. Eng., 2016) which describes the probability distribution of the intensity at a site, conditioned on the epicentral intensity and on the epicentre-to-site distance. The application of the beta-binomial model typically requires rounding-up or -down the observed intensities to the nearest integer values. We propose an extension of the beta-binomial model in order to include in the stochastic modelling the uncertainty in the assignment of the intensities. Then we exploit the advantages of the Bayesian approach for uncertainty quantification both in the estimation procedure and in the forecast of damage scenarios.

How to cite: Varini, E. and Rotondi, R.: Probabilistic damage scenarios from uncertain macroseismic data, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6152, https://doi.org/10.5194/egusphere-egu2020-6152, 2020.

EGU2020-4810 | Displays | NH4.2

Determination of Near Fault Velocity Pulses with Multivariate Naïve Bayes Method

Deniz Ertuncay and Giovanni Costa

Near fault ground motions may contain impulse behavior on velocity records. Such signals have a particular indicator which makes it possible to distinguish them from non-impulsive signals. Impulsive signals have significant effects on structures; therefore, they have been investigated for more than 20 years. Due to its severe effect on structures, it is vital to predict its occurrence during an earthquake. To calculate the probability of occurrence, a large dataset is collected from various national data providers and NGA-West 2 database. The dataset only contains crustal earthquakes. Created dataset has a large number of parameters which carry information on the earthquake physics, ruptured faults, ground motion parameters, distance between the station and several parts of the ruptured fault. Relation between the parameters and impulsive signals are calculated. It is found that fault type, moment magnitude, distance and azimuth between a site of interest and the surface projection of the ruptured fault are correlated with the impulsiveness of the signals. These parameters are given as inputs to multivariate naïve Bayes classifier. Naïve Bayes classifier allowed us to have the probability of observing impulsive signals. Two separate models are created for strike slip and non-strike slip fault types. It is found that strike slip and non-strike slip models have an accuracy rate of 98%. These models are able to predict the probability of observing an impulsive signal for a site of interest with high accuracy rates.

How to cite: Ertuncay, D. and Costa, G.: Determination of Near Fault Velocity Pulses with Multivariate Naïve Bayes Method, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4810, https://doi.org/10.5194/egusphere-egu2020-4810, 2020.

EGU2020-12388 | Displays | NH4.2

Site-Specific Characterization of Earthquake Ground Motions: Papua New Guinea Case Study

Mark Novakovic, Emrah Yenier, Andrew Hovey, Joseph Quinn, and Benjamin Witten

A seismic hazard analysis was conducted for a site in Papua New Guinea which is located in a seismically-active region that experiences frequent large earthquakes generated by crustal and subduction sources.  A suite of ground motion prediction equations (GMPEs) was developed for each source type (crustal, interface and in-slab) using the scaled-backbone approach.  To this end, a ground-motion database consisting of events of 4.0<Mw<8.0 was compiled from available local and regional monitoring stations.  Ground motions were classified based on the source type and converted to a common reference site condition.  The site-corrected motions were compared against alternative GMPEs to examine residual trends between observed and predicted amplitudes.  A backbone model that represents the best estimate of the median ground motions for each source type was selected.  The backbone models were then adjusted to the median of the ground motions observed at the study site.

The epistemic uncertainty in median predictions was modeled using a logic-tree approach, where the distribution of potential median predictions is approximated by a lower, central and upper model.  The central model is represented by the site-adjusted backbone model; it was scaled to define the lower and upper branches.  The scaling factor was determined considering: (i) the standard deviation in median prediction of alternative GMPEs; and (ii) epistemic uncertainties recommended in other studies.  The available data were insufficient to model aleatory variability with confidence; therefore, the standard deviation of observed motions in data-rich regions is used for guidance.  Two alternative aleatory variability models (ergodic and single-station sigma) adopted from other studies are recommended.

How to cite: Novakovic, M., Yenier, E., Hovey, A., Quinn, J., and Witten, B.: Site-Specific Characterization of Earthquake Ground Motions: Papua New Guinea Case Study, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12388, https://doi.org/10.5194/egusphere-egu2020-12388, 2020.

Two earthquakes having almost the same magnitude and focal mechanism occurred in Hualien County, Taiwan, in 2018 and 2019. The 2018 earthquake had a magnitude  ML6.2 produced severe destruction; however, the 2019 earthquake ( ML=6.3) did not cause any significant damage. The P-Alert instrumentation network consisting of 711 instruments provided high-quality real-time peak ground acceleration (PGA) and peak ground velocity (PGV) shakemaps during both events. Considering recorded PGA, both events should cause substantial destruction. On the contrary, PGV shakemaps display a different pattern. The higher PGV values (more than 17 cm/s) are observed in the rupture zone during the 2018 earthquake (locations suffering building collapse) as compared to the 2019 earthquake, proving the fact that PGV is a better indicator of damage distribution. The PGV shakemap, currently only available for P-Alert network, provides crucial information that complements the PGA issued by the official agency in Taiwan

How to cite: Wu, Y.-M.: Importance of Real-time PGV Shakemaps: Experience from 2018 ML 6.2 & 2019 ML 6.3 Hualien Earthquakes, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1854, https://doi.org/10.5194/egusphere-egu2020-1854, 2020.

The purpose of this study is to estimate maximum ground motions in northern Taiwan in the form of ShakeMaps as well as to assess potential human fatalities from a scenario earthquake on the Sanchiao active fault in this area. Analysis of seismic hazard potential becomes necessary in northern Taiwan for the Central Geological Survey (CGS) announced the Sanchiao active fault as Category II. The resultant ShakeMap patterns of maximum ground motion by using ground motion prediction equation (GMPE) method in a case of Mw6.88 show the areas of PGA above 400 gals are located in the regions inside the yellow lines in the corresponding figure. Furthermore, the areas of PGA greater than 637 gal are located in the northern Bali and the border area of Sinjhuang and Shulin. Likewise, the high PGV area greater than 60 cm/s are located in the border area of Sinjhuang, Taishan and Shulin. In addition, seismic hazards in terms of PGA and PGV in the vicinity of the Sanchiao fault are not completely dominated by the Sanchiao fault. The main reason is that some areas located in the vicinity of the Sanchiao fault are marked with low site response amplification values of 0.61 and 0.74 for PGA and PGV, respectively in northwestern Beitou. Finally, from estimation of potential human fatalities from scenario earthquakes on the Sanchiao active fault, it is noted that potential fatalities increase rapidly in people above age 45. Total fatalities reach a high peak in age groups of 55–64. Another to pay special attention by Taipei City Government is the number and percentage of fatalities above age 85 are more in Taipei City with values 419 and 8.54% than New than Taipei City with values of 319 and 5.02%. In addition, it is surprising that the number and percentage of fatalities are 1234 and 9.75%, respectively in Taoyuan City. Finally, the results of this paper will enable both local and central governments in Taiwan to take notice of potential earthquake threat in these areas, as well as to improve decision making with respect to emergency preparedness, response, and recovery activities for earthquakes in northern Taiwan.

How to cite: Liu, K.-S., Yan, M.-R., and Huang, Y.-H.: Estimation of seismic ground motions and attendant potential human fatalities from a scenario earthquake on the Sanchiao fault in northern Taiwan, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-24, https://doi.org/10.5194/egusphere-egu2020-24, 2020.

EGU2020-3561 | Displays | NH4.2

An integrated approach to seismic risk management in a moderate seismicity alpine region

Patrick Thuegaz, Luca Pitet, and Davide Bertolo

The Aosta Valley Region territory (Italian Western Alps) is affected by a moderate historical seismicity. Nevertheless, in the last fifty years, the growth of the population and infrastructures have significantly increased the overall seismic vulnerability.

More in detail, the most vulnerable targets (international highways and the largest inhabited areas including almost 90% of the resident population), are concentrated in a narrow area along the main Dora Baltea Valley.

Therefore, moderate earthquakes with return times of about 100 years, could have important impacts on the regional economy.

Furthermore it has to be considered that, in areas marked by moderate seismicity, where potentially damaging earthquakes have long return times, the local authorities in charge of civil protection do not always seem to have a clear perception and a strong historical memory of the seismic risk.

To improve the general resilience towards the earthquake hazards, the Regional geological survey of the Aosta Valley Region has undertaken a process aimed at realization of an integrated and organic seismic risk management, financed by the EU on INTERREG ALCOTRA RISVAL project – Operational program Italy - France (Alps - ALCOTRA) 2014-2020.

All the planned activities have been mainly aimed to improve the geological knowledge already available, in order to achieve a clearer framework of the potential active tectonic structures (faults and thrusts), mapping the distribution and the geophysical properties of the quaternary deposits, which could potentially amplify the seismic waves.  

More in detail, seismic microzonation studies have been extensively perfomed along the main regional road axes, including over 100 geophysical tests. At the same time, two detailed studies have been made: the first  one regarding the potentially active fault "Aosta-Col di Joux-Ranzola" (located along the Dora Baltea Valley), the second one assessing the correlation between recent instrumental seismicity and active tectonic structures on the Italian side of the Mont Blanc Massif.

In a final step, a regional inventory of the seismic "strategic" buildings (hospitals, fire stations, town halls, ecc.) has been implemented

All the data have been integrated in the regional web portal, where the main geological, geotechnical and geophysical data of the Aosta Valley are already available. The inclusion of knowledge and data in a single web platform, which can be consulted online, improves the expected phenomena knowledge and its potential impacts on the territory, with a positive impact on the land management strategies and allowing the prioritization of costly structural reinforcements of buildings and infrastructures. In addition, the activities have been also conceived to support the regional civil protection authorities in the earthquake emergency planning activity, identifying the safest paths  the rescue teams and the first infrastructures structures to be controlled after a seismic event.

 

How to cite: Thuegaz, P., Pitet, L., and Bertolo, D.: An integrated approach to seismic risk management in a moderate seismicity alpine region , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3561, https://doi.org/10.5194/egusphere-egu2020-3561, 2020.

EGU2020-21202 | Displays | NH4.2

National Mitigation Strategy against Earthquakes in Central Asia

Sung-Woo Moon, Farkhod Hakimov, Jong Kim, Klaus Reicherter, Hans-Balder Havenith, and Anatoly Ischuk

Throughout history, earthquakes have caused extensive damages in urban areas with important infrastructures and high population density. Especially, earthquakes have extensively damaged many regions of Central Asia (e.g., Tashkent in 1966, and Almaty in 1911). Hence, the estimation of the seismic hazard of the urban areas in Central Asia is very important due to the high level of seismicity in Central Asia and the rapid construction of new buildings. The high earthquake-induced damages in the cities often result from the local geological conditions and engineering properties of the soils that can produce significant site effects. Such seismic effects combined with the high vulnerability of buildings can result in extreme disasters during earthquakes. Therefore, geotechnical engineers/seismologists should decide to divide the city into specific microzones depending on their site effects and soil properties. However, conventional approaches in Central Asia have been proposed, based on (1) general engineering geological information; (2) the building code based on the estimates of the ground motions in terms of MSK-64 scale developed in 1978; and (3) the quantitative assessment only mapping and overlaying the data.

By characterizing the soft layers of their nature, thickness, and structure, and assessing the numerical model developed for the high-seismicity area of Central Asia, we can better assess specific site effects in each region of Central Asia. In addition, to predict the essential consequences of earthquakes, physically-based ground motion simulations should be developed by numerical simulations considering all possible processes of seismic wave propagation. Compared to empirical ground-motion predictions, numerical simulations of earthquake scenarios will provide much more flexible and better-suited solutions for most applications – especially those involving complex city environments. The ground-motion prediction equations or stochastic ground-motion estimates integrate characteristics of the earthquake source, path, attenuation, and site effects via approximate or statistical approaches. This method will provide rapid solutions that may be valid for a well-known context and would also be applied in Central Asia, for comparison with the numerical simulations. Finally, the quantitative approach for microzoning map incorporated with numerical simulation/site response analysis, for infrastructures (e.g., buildings, bridges, and dams) will be significantly useful in the future.

How to cite: Moon, S.-W., Hakimov, F., Kim, J., Reicherter, K., Havenith, H.-B., and Ischuk, A.: National Mitigation Strategy against Earthquakes in Central Asia, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21202, https://doi.org/10.5194/egusphere-egu2020-21202, 2020.

 Earthquake is one of the most serious natural disasters for human survival. Once a destructive earthquake occurs, it often leads to huge losses. However, in the early days after the earthquake, it was difficult to quickly obtain disaster information due to the interruption of traffic, electricity, and communications. Therefore, damage assessment based on similarly historical cases rapidly in access to limited disaster data situation is effective support for analysis disaster and making disaster relief decision. In this study, earthquake disaster statistics with a magnitude of 4.0 or above and casualties in China from 2000 to 2013 were selected as historical cases. The number of earthquake casualties was used as an evaluation index, and the earthquake magnitude, focal depth and time of earthquake are selected as disaster indicators. A similarity assessment model based on Manhattan distance was used to evaluate the similarity of historical cases, and the collection of historical cases that participated in the assessment were screened.And then considering the spatial correlation between historical cases and current disasters, an earthquake disaster assessment model based on spatial reasoning of similarly historical cases would be established. Then the Yushu earthquake in Qinghai in 2010, the Lushan earthquake in Sichuan in 2013, and the Ludian earthquake in Yunnan in 2014 were selected as cases for accuracy verification by comparing the actual number of casualties. The result shows that: (1) For the three verification cases, the best evaluation accuracy of the  model is above 95%, indicating that the method has certain feasibility and applicability in the assessment of earthquake casualties;(2) The accuracy of the disaster assessment is related to the number of participating cases. When there are more than two participating cases, the accuracy of the model assessment decreases steadily with the increase in the number of participating cases. When the number of participating cases is 3 ~ 4, the evaluation accuracy of the model is the best. The method of this study is low cost, high efficiency, timeliness strong, simple, less constraints and easy to implement. It has certain practical value and promotion prospects in disaster assessment.

How to cite: Zeng, T., Gong, A., and Chen, Y.: Study on Assessment Method of Earthquake Casualties Based on Spatial Reasoning of Similarly Historical Cases, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6810, https://doi.org/10.5194/egusphere-egu2020-6810, 2020.

The pseudo-static approach has been conventionally applied for the design of gravity type quay walls. In this method, the seismic coefficient (kh), expressed in terms of acceleration due to gravity, is used to convert the real dynamic behavior to an equivalent pseudo-static inertial force for seismic analysis and design. The existing kh is simply defined as the expected peak ground acceleration (PGA) of the ground divided by the gravitational acceleration (g), which does not sufficiently reflect the real dynamic behavior. In order to improve the kh definition, a number of studies have been performed for reducing the differences between pseudo-static and true dynamic behavior. In this regard, questions regarding the need for considering the effect of frequency characteristics of input earthquake, natural period of the backfill soil and the subsoil underneath the wall, and wall height on the deformation of quay wall crown (Dh) have been explored. In this study, dynamic centrifuge tests were conducted using the gravity type quay wall models designed with a kh value of 0.13 to assess the behavior of the model wall during earthquakes. Three different variables: input earthquake motions, wall heights and the thickness of subsoil underneath the wall were considered, and the test results were compared and analyzed to assess the validity of the conventional kh concept under these conditions. In addition, some improvements that should be considered for the future revision of the kh definition are discussed.

How to cite: Lee, M.-G., Cho, H.-I., Sun, C.-G., and Kim, H.-S.: A study on the improvement of seismic coefficients for pseudo static analysis of gravity type quay wall via dynamic centrifuge tests, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4356, https://doi.org/10.5194/egusphere-egu2020-4356, 2020.

EGU2020-12832 | Displays | NH4.2

Evaluation of dynamic properties and seismic performance of reinforced ground using renewable materials

Seung Won Shin, Seong Noh Ahn, Jae Eun Ryou, and Jongwon Jung

The awareness of earthquakes increased due to the occurrence of two large scale earthquakes in Gyeongju (M 5.8) and Pohang (M 5.4) earthquakes in Korea. The development of structural design standards is required to reduce structural damage caused by earthquakes. Current seismic analysis for the structural design requires maximum ground acceleration due to earthquakes, which will be influenced by the dynamic properties of the ground. In this study, the dynamic properties of the ground were improved by mixing cement and biopolymer solutions with soils, which will affect the dynamic properties of soils. Thus, the resonant column tests were performed to estimate the improved dynamic properties of soils, and equivalent linear response analysis was conducted to explore the maximum ground acceleration on the ground. Based on the new maximum ground acceleration on the improved soils, the safety of geo-structure was estimated. The results show that the improved soil using cement and biopolymers results in the increased safety factor of the geo-structure.

Acknowledgement 

This work is supported by the Korea Agency for Infrastructure Technology Advancement(KAIA) grant funded by the Ministry of Land, Infrastructure and Transport (Grant 20CTAP-C152100-02). Also, This research was supported by a grant(2018-MOIS31-009) from Fundamental Technology Development Program for Extreme Disaster Response funded by Korean Ministry of Interior and Safety(MOIS).

 

How to cite: Shin, S. W., Ahn, S. N., Ryou, J. E., and Jung, J.: Evaluation of dynamic properties and seismic performance of reinforced ground using renewable materials, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12832, https://doi.org/10.5194/egusphere-egu2020-12832, 2020.

EGU2020-13999 | Displays | NH4.2

Seismic hazard assessment accounting for earthquake-induced phenomena through spatial multi-criteria analysis in Xerias torrent basin, Greece

Maria Karpouza, Konstantinos Chousianitis, George Kaviris, George Bathrellos, Hariklia Skilodimou, Assimina Antonarakou, and Efthimios Lekkas

The present study focuses on the area of ​​the Xerias torrent drainage basin, located at Northeastern Peloponnese, Greece. The study area is situated at the eastern part of the Gulf of Corinth, an active tectonic rift, characterized by high seismic activity and intense extension which is accommodated by a series of major active normal faults. As a result, it has frequently suffered damage from earthquakes which in some cases were accompanied by seismically-induced phenomena. These secondary phenomena include landslides and soil liquefaction and in some cases have the potential to cause more damage and casualties than the earthquake itself. Classic deterministic and probabilistic approaches of seismic hazard assessment do not account for seismically-induced phenomena and accordingly such analyses overlook areas prone to these secondary effects. The aim of our research is to evaluate seismic hazard not only as the hazard associated with the occurrence of potential earthquakes in the particular area, but also assess areas exposed to slope destabilization phenomena and soil liquefaction under seismic shaking. For this purpose we will use the pure statistical and the semi-statistical seismic hazard approaches along with the Analytic Hierarchy Process (AHP) to estimate the susceptibility of the study area to earthquakes and their triggering effects. AHP is a multi-criteria decision making method that helps to deal with a complex problem taking into account multiple conflicting criteria.  

Initially, we evaluated separately the hazard from earthquakes, seismically-induced landslides and soil liquefaction. Subsequently we stacked them into one single hazard map reflecting a holistic seismic hazard assessment. Initially, we estimated a hazard map associated merely with the seismic potential of the study area. In this context, we used a pure statistical and a semi-statistical approach by means of the extreme values method and the Cornell approach and estimated the spatial distribution of the maximum expected values of Peak Ground Acceleration (PGA) as well as Moment Magnitude for a return period of 475 years. These two data layers were inserted into the AHP along with information about the geological formations and the active faults of the study area, to produce the earthquake hazard assessment map. The map was produced using Geographic Information System (GIS), by applying weights and drawing a hierarchical structure to the sub-criteria of the above thematic layers. Next, we evaluated separately the earthquake-induced landslide hazard. For this purpose we incorporated into the AHP the parameters of the maximum expected values of Arias Intensity for a return period of 475 years, slope, lithology, aspect, distance to streams, distance to roads, landuse and topographic position index (tpi). Using GIS we produced a map depicting where earthquake-induced landslides are most likely to occur. Afterwards, we evaluated the soil liquefaction hazard adopting the same approach, using the parameters of compound topographic index (cti), type of soils, distance to streams and the magnitude weighted PGA. Finally, we stacked these three hazard maps and we classified the study area into four hazard levels corresponding to a complete seismic hazard map that accounts for earthquakes and for seismically-induced secondary effects.

How to cite: Karpouza, M., Chousianitis, K., Kaviris, G., Bathrellos, G., Skilodimou, H., Antonarakou, A., and Lekkas, E.: Seismic hazard assessment accounting for earthquake-induced phenomena through spatial multi-criteria analysis in Xerias torrent basin, Greece, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13999, https://doi.org/10.5194/egusphere-egu2020-13999, 2020.

The relationships between ground motion parameters (including peak ground acceleration, PGA; peak ground velocity, PGV) and building damages are crucial to estimate the possible seismic losses for future destructive earthquakes. One such relationship had been established based on the 1999 Chi-Chi earthquake (Mw=7.6). Since 2010, a new assessment system of seismic damaged buildings had been adopted in Taiwan. Damaged buildings are now classified into two categories, yellow-tagged buildings are amendable and red-tagged buildings may need to rebuild. Our main goal is to renew the relationship to better reflect the current status in Taiwan, both in the buildings and assessment system. 2016 Meinong earthquake (Mw=6.4) caused the most damaging buildings in Taiwan since 1999 Chi-Chi earthquake. It’s an opportunity to combine ground motion data with building assessments for the new regression relationship. From the results, we find out that in the Meinong earthquake, the PGA seems to possess a higher correlation to the building damages, contrary to the previous studies. Further investigation suggests that it may be due to the biased sample size to the damaged buildings, that is, most of the damaged buildings tend to be lower.

Keywords: Hazard analysis, Peak ground acceleration, Peak ground velocity, Seismic damage assessment

How to cite: Song, G.-Y. and Wu, Y.-M.: Relationships between ground motion parameters and damaged buildings for 2016 Mw 6.4 Meinong, Taiwan Earthquake, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2542, https://doi.org/10.5194/egusphere-egu2020-2542, 2020.

EGU2020-12850 | Displays | NH4.2

Strategies for Earthquake Disaster Reduction Using Soil Radon Monitoring in Taiwan

Vivek Walia, Arvind Kumar, Ching-Chou Fu, Shih-Jung Lin, and Cheng-Horng Lin

Earthquakes constitute a severe source of human disasters all around the world. However, one has to note, following the reviews on earthquake prediction, that at the present day no detectable, systematic and reliable precursory phenomena precede large earthquakes. Indeed, even if some precursory phenomena have been identified subsequent to many earthquakes, there are no statistically based reliable data for the recognition of a method based on the search for precursors. So, it’s necessary to make different prevention strategies to reduce the impact of disaster due to impending earthquakes in the region. The island of Taiwan is a product of the collision between the Philippine Sea plate and Eurasian plate which makes it a region of high seismicity. Active subduction zones occur south and east of Taiwan. Geochemical anomalies in soil gas and groundwater are commonly observed prior to impending earthquake and volcanic eruptions, attracting considerable attention in studies on precursory geochemical signals. Geochemical variations of soil-gas composition in the vicinity of geologic fault zone of Northeastern and Southwestern parts of Taiwan have been studied in detail recently. To carry out the investigation, temporal soil-gases variations are measured at continuous earthquake monitoring stations established along different faults. In present study, we have correlated observed soil-gas anomalies with some earthquakes magnitude ≥ 5 occurred in the region during the observation. The data is processed using a different kind of filters to reduce the noise level. It helps us to filter out the high-frequency noise and daily variation caused by different parameters. However, radon anomalies in all cases are not only controlled by seismic activity but also by meteorological parameters which make isolation of earthquake precursory signals complicated. Characteristics of temporal variability of soil-gas radon concentrations have also been examined using Singular Spectrum Analysis. Digital filter has been applied in eliminating the long term trend in the data and retains variations of less than 30 days. The radon variations exhibit dominant daily variations, which are controlled by atmospheric temperature inducted evaporation in surface water saturated soil (Capping Effect). The causal relationship is marked by a clear phase lag of 2-3 hours in the sense that peak in daily variation of radon succeeds the peak in temperature. Aperiodic variations in soil radon intensity in the range of 2-10 days are negatively correlated with temperature whereas positively correlated with pressure. To integrate our data with our working procedure, we use the popular and famous open source web application solution, AMP (Apache, MySQL, and PHP), creating a website that could effectively show and help us manage the real-time database. Based on the anomalous signatures from particular monitoring stations we are in a state to identify the area for impending earthquakes for the proposed tectonic based model for earthquake forecasting in Taiwan.

How to cite: Walia, V., Kumar, A., Fu, C.-C., Lin, S.-J., and Lin, C.-H.: Strategies for Earthquake Disaster Reduction Using Soil Radon Monitoring in Taiwan, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12850, https://doi.org/10.5194/egusphere-egu2020-12850, 2020.

The Euphrates River is the main river running in Syria and the longest river in Western Asia and has three riparian countries, Iraq, Syria and Turkey. This research focuses on the Syrian part of the basin which makes 22% of total area of the basin.

Analyzing and evaluating the morphometric parameters is very important for understanding the nature of the surface and also for the sustainable territorial planning and management.

The goal of this study is to evaluate morphometric parameters and understand and analyze the nature of the terrain and determine the usability of the satellite images from Sentinel-2 for calculating the morphometric parameters and to compare their usability in the morphometric analysis with Digital Elevation Model.

Different morphometric characteristics have been generated in GIS environment and also remote sensing data (Sentinel-2 and Digital Elevation Model) have been applied used in this research and will be processed and analyzed using geospatial techniques.

The results allow the automated segmentation of the terrain based on derivatives of the input data. This division is compared to the typical land cover/land use of the various governorates in Syria.

As our study area is a long-lasting military conflict zone, this study will also help to better evaluate the river basin in Syria and to understand some practical problems related to the environment, including soil conservation and water conservation in term of irrigation land and drinking water supply which would also be affected by the armed conflict there.

How to cite: Naaouf, N. and Székely, B.: A study using multitemporal Sentinel-2 data and Digital Elevation Model for calculating morphometric parameters over the Euphrates River Basin in Syria, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19902, https://doi.org/10.5194/egusphere-egu2020-19902, 2020.

EGU2020-6563 | Displays | NH4.2

Study on Conversion Permission Standard based on Topographical and Ecological Indices in South Korea

Siyeon Ha, Dooahn Kwak, and Jungsun Choi

Since 1970s, South Korea has been developed rapidly in the aspects of economy and industry over 40 years due to the Economic Development Plans led by the Korean government. Consequently, urbanization has been accelerated and the population then began to be flowed into major cities. In result, many parts of forestland in South Korea have been changed into urban areas by urban expansion and population migration under forestland conversion permission by South Korean Forestland Management Law. However, such permission standards cannot help being friendly to the development due to the line of national policy, and so several environmental problems, i.e., topographical and ecological changes, have been caused over couple of decades. In this study, therefore, we suggested new enhanced permission standards in terms of topographical and ecological protection in converted forestland. In Mountainous Districts Management Act of Korea Forest Service, slope and elevation criteria have been operated to regulate the indiscriminate use of risky land parcels when forestland is converted to other land use types. However, it is impossible to consider topographical variation with only such two indices in the land parcel because the indices values are averaged in each target parcel. Therefore, for supplementing insufficient criteria, the slope gradient by Catena was suggested by converted land use types. Furthermore, the ecological indices and criteria such as stand age, Diameter at Breast Height (DBH) and soil depth were considered in this study according to the forestland-watershed and –use types on converted target parcel. Firstly, we suggested flexible degree criteria by 14 land development types as topographical standards for forestland conversion. Secondly, the ratio of ‘risky slope’ below 40% in a target forestland parcel was defined to decrease the risk of disasters such as landslides. Thirdly, standard of ecological condition were proposed as ecological score by integrating stand age, DBH and soil depth classes in the target forestland parcels by 5 forestland-watershed and 14 land use types. As a result, we could prepare acceptable standards in South Korean that can reduce topographical and ecological damages by converting other land use type.

How to cite: Ha, S., Kwak, D., and Choi, J.: Study on Conversion Permission Standard based on Topographical and Ecological Indices in South Korea, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6563, https://doi.org/10.5194/egusphere-egu2020-6563, 2020.

With the rise of urbanization in China, the damage of natural disasters was getting worse. As one of the most important cataclysms, typhoon “Lekima”, “Hato”, “Mangkhut”, “Rammasun” effect on coastal region in China significantly. In view of contingency management, typhoon cataclysm may lead to the public crisis. This crisis accompanies particularly heavy loss and profound effect, and often associated with regional emergency capability.
How to identify the crisis from a coming tropical cyclone? When to give an early warning to decision-making department depends on the regional emergency capability? These valuable questions are remaining uncertain. 
For the purpose of answering these key questions, we research on disaster mechanism and case analysis of tropical cyclones. These researches help us to build the identification indicator of crisis and determine the threshold on society, economic, environment and Public sentiment, which are helpful for the emergency response and crisis management of tropical cyclone disaster.

How to cite: Zhang, W.: Identification of public crisis from typhoon cataclysm and its threshold research, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12384, https://doi.org/10.5194/egusphere-egu2020-12384, 2020.

Road damage in plateau mountainous areas has a significant impact on emergency rescue, and the size of the area where emergency rescue vehicle teams travel at different rescue stages is different, which also gives rise to different considerations of road demand. Current research finds that the respective characteristics of Dijkstra's algorithm and ant colony algorithm can meet the different needs of emergency rescue vehicle teams when they are traveling at different regional sizes. Therefore, the article simulates the earthquake and calculates the road accessibility results after the earthquake, and then considers the differences in road demand and considers the size of different regions, the Dijkstra algorithm and the ant colony algorithm are used respectively to plan the overall emergency rescue plan by setting different scenarios. The results show that the emergency rescue-planning route in different scenarios provided by the plan is scientific and reasonable, and can provide support in the research of key links.

How to cite: Li, J.: Research on emergency rescue plan of plateau area after earthquake based on road accessibility, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7666, https://doi.org/10.5194/egusphere-egu2020-7666, 2020.

NH4.3 – Seismic microzonation and ground failures

EGU2020-5505 | Displays | NH4.3

How significant is vertical ground motion from low magnitude earthquakes?

Janneke van Ginkel, Elmer Ruigrok, and Rien Herber

Up to now, almost all of the ground motion modeling and hazard assessment for seismicity in the Netherlands focuses on horizontal motion. As a rule of thumb, the strength of vertical ground motions is taken as 2/3 of that of horizontal ground motions. In reality of course, amplifications and V/H ratios are site-dependent and thus vary regionally.  Recent studies have indeed shown that vertical ground motion is not always simply 2/3 of the horizontal motion. However, these studies are performed in areas with high magnitude (Mw>5.0) earthquakes and the question is whether vertical motion is relevant to be included in seismic hazard assessment for low magnitude earthquakes (to date, max Mw=3.6 in Groningen).

In the Netherlands, the top part of the soils is practically always unconsolidated, so the elastic waves generated by deeper (~3000m) seated earthquakes will be subject to transformation when arriving in these layers. Recordings over a range of depth levels in the Groningen borehole network show the largest amplification to occur in the upper 50 meters of the sedimentary cover. We not only observe a strong amplification from shear waves on the horizontal components, but also from longitudinal waves on the vertical component. A better understanding of vertical motion of low magnitude earthquakes aims to support the design of re-enforcement measures for buildings in areas affected by low magnitude seismicity. Furthermore, interference between the longitudinal -and shear waves might contribute to damage on structures.

This study presents observations of longitudinal wave amplification in the frequency band 1-10 Hz, corresponding to resonance periods of Dutch buildings. From 19 seismic events, with a minimum of magnitude two, we retrieved transfer functions (TFs) from the vertical component, showing a strong site response at certain locations. In addition, we calculate event V/H ratios and VH factors from the surface seismometer. These results are compared with the TFs and show a similar pattern in terms of site response. Furthermore, the sites with highest vertical amplification correspond to very low (800-900 m/s) P-wave velocities. Our study shows that vertical amplification is very site dependent. However, the question whether the vertical motion is significant enough to form a real hazard can only be answered through cooperation between seismologist and structural engineer.

How to cite: van Ginkel, J., Ruigrok, E., and Herber, R.: How significant is vertical ground motion from low magnitude earthquakes?, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5505, https://doi.org/10.5194/egusphere-egu2020-5505, 2020.

EGU2020-5503 | Displays | NH4.3

How to treat the seismic compression instability in seismic Microzonation studies

Stefania Fabozzi, Attilio Porchia, Tony Fierro, Edoardo Peronace, Alessandro Pagliaroli, and Massimiliano Moscatelli

The identification of areas susceptible to different co-seismic instabilities is an important issue of the seismic zonation at urban scale finalized to the territory planning and its protection. Among the co-seismic permanent deformations caused by seismic shaking, the fractures, the landslides, the settlements due to liquefaction or compression/densification can be recognized.

The seismic compression or densification is a phenomenon producing permanent ground settlements in dry cohesionless soils (clean sands and sands with fine content) inducing damages to structures, infrastructures and lifelines, accordingly with well documented post-earthquake damages of past events.

 The susceptibility to this co-seismic instability in presence of dry clean sand, silty sand and sandy silty has been evaluated in the present work through the evaluation of the expected permanent ground settlements by means of non-simplified uncoupled methods computing volumetric strains from cyclic shear strains evaluated by means of site response analyses. This procedure was integrated into a parametric study of 1D seismic site response analyses varying relative density (or shear wave velocity) and thickness of compressible layers, intensity of input ground motion, depth of the seismic bedrock. The results have been then processed to define simplified charts differentiated for three different levels of input peak ground acceleration values and for the three considered lithologies (clean sands, silty sands and sandy silts).

These latter are mainly finalized to be used at urban scale, in the perspective of Seismic Microzonation (SM) studies requiring input-data commonly available in level 2 and 3 studies that have a strategic application in land use planning in the perspective of the territory protection.

A specific methodology was proposed by means of guideline based on a procedure with increasing complexity: 1) preliminary screening; 2) level 1 analyses; 3) level 3 analyses. The areas potentially susceptible to seismic compression identified in this preliminary phase are to be studied in the level 1 of SM, that identifies attention zones by checking the presence of predisposing conditions to the phenomenon. In the level 3 of SM, the susceptible zones and respect zones are identified through the estimation of the settlements by means of the charts proposed in the present work and the seismic site response analysis, respectively.

How to cite: Fabozzi, S., Porchia, A., Fierro, T., Peronace, E., Pagliaroli, A., and Moscatelli, M.: How to treat the seismic compression instability in seismic Microzonation studies, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5503, https://doi.org/10.5194/egusphere-egu2020-5503, 2020.

EGU2020-2606 | Displays | NH4.3

Seismic Microzonation using 6C Measurements

Sabrina Keil, Joachim Wassermann, and Heiner Igel

Microzonation is one of the essential tools in seismology to mitigate earthquake damage by estimating the near surface velocity structure and developing land usage plans and intelligent building design. The number of microzonation studies increased in the last few years as induced seismicity becomes more relevant, even in low risk areas. While of vital importance, especially in densely populated cities, most of the traditional techniques suffer from different short comings. The microzonation technique presented here tries to reduce the existing ambiguity of the inversion results by the combination of single-station six-component (6C) measurements, including three translational and three rotational motions, and more traditional H/V techniques. By applying this new technique to a microzonation study in Munichs (Germany) inner city using an iXblue blueSeis-3A rotational motion sensor together with a Nanometrics Trillium Compact seismometer we were able to estimate Love and Rayleigh wave dispersion curves. These curves together with H/V spectral ratios are then inverted to obtain shear wave velocity profiles of the upper 100 m. The resulting 1D velocity profiles are used to estimate the local shaking characteristics in Munich. In addition, the comparison between the estimated velocity models and the borehole-derived lithology gives a positive correlation, indicating the applicability of our method.

How to cite: Keil, S., Wassermann, J., and Igel, H.: Seismic Microzonation using 6C Measurements, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2606, https://doi.org/10.5194/egusphere-egu2020-2606, 2020.

EGU2020-9997 | Displays | NH4.3

Characterization of unstable rock slopes using ambient vibration analysis

Donat Fäh, Mauro Häusler, Franziska Glueer, Jan Burjanek, and Ulrike Kleinbrod

Earthquake-induced landslides can have serious social impacts, causing many casualties and significant damage to infrastructure. They are the most destructive secondary hazards related to earthquakes. The impact of strong seismic events is not limited just to triggering of catastrophic slope failures, it also involves weakening of intact rock masses and reactivation of dormant slides. Hazard mitigation of potentially catastrophic landslides requires a thorough understanding of the mechanisms driving slope movements and seismic response.

We present an overview of the investigations on more than 25 instabilities. The results show that ambient vibration measurements allow for a rapid and objective characterization of potential slope instabilities. It is possible to distinguish unstable from stable areas, to identify slope eigen-frequencies, local amplification levels due to weak excitation, local deformation directions and properties of the internal slope structure. The ambient vibration techniques include single-station H/V ratios and polarization analyses, site-to-reference spectral ratios, array methods to identify surface-wave dispersion curves, and/or normal mode analysis using enhanced frequency domain decomposition. We analyse the seismic response of the rock slopes in different frequency bands together with its spatial and azimuthal variability, which is a fingerprint of the slope’s internal structure at different scales (tenth of meters to hundred meters). Normal mode behaviour is typically observed in structures with distinct sub-volumes, where the wave field at the resonance frequencies is oriented perpendicular to the deep persistent fractures. These structures show maximum amplification at their resonance frequency. Normal mode behaviour is also observed for rock towers, similar to what can be observed for buildings. In contrast, a highly fractured rock mass without dominant cracks is characterized by an S-wave velocity gradient with shear-wave velocity being significantly reduced close to the surface. Generally, normal modes do not develop, but surface waves propagate in such structures, which can be used for the determination of the S-wave profile. This is typical for large deep seated landslides with a layered structure. Without strong S-wave velocity contrast at depth, H/V spectral ratios show no clear peak and are not conclusive to characterize structures with highly fractured material. However, frequency-dependent ground-motion amplification from standard spectral ratios is directly related to the S-wave velocity profile and damping. Therefore, wave amplification can be a measure for the disintegration of the rock.

Repeated measurements on slopes allow for the detection of possible changes in their properties. Semi-permanent installations on instabilities of interest allow for a continuous assessment of the dynamic response in order to understand variations due to weather conditions and potential long-term changes. This includes the measurement of site-amplification during earthquakes derived from empirical spectral modelling. When measuring in the same season and weather condition, the seismic response of rock instabilities in general remains unchanged over years, as long a no external trigger affects the instability, including a strong earthquake, partial failure of the slope or permafrost degradation.

How to cite: Fäh, D., Häusler, M., Glueer, F., Burjanek, J., and Kleinbrod, U.: Characterization of unstable rock slopes using ambient vibration analysis, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9997, https://doi.org/10.5194/egusphere-egu2020-9997, 2020.

The majority of numerical landslide models are designed in 2D. In particular, models based on finite difference methods (FDM) are time-consuming and – as a result – in most cases also cost-intensive. 3D models, therefore, increase the processing time significantly. Another contributing factor to long processing times in the context of modeling of seismically-induced displacements is the fact that mesh grid increments must be small due to the necessity of correct wave propagation through the material. The larger the frequency range of the applied seismic signal should be, the smaller has to be the mesh grid increment. 3D models are, however, considered as more realistic.

In this work, we present a comprehensive study on numerical 2D and 3D models of the Diezma Landslide, Southern Spain. The Landslide is represented in its shape as it appeared at the time of the main rupture on 18th of March in four model layouts: (1) a simplified model in 3D that outlines the landslide body with planar triangular tiles, (2) a longitudinal cross section through this simplified 3D model representing the simplified 2D model, (3) a smooth model in 3D that envelops the landslide body according to the main topographic features, and (4) a longitudinal cross section through this smooth 3D model representing the smooth 2D model.

On both the simplified and the smooth 2D models, a series of 11 seismic scenarios was applied as SV-waves assuming a source sufficiently far for vertical incidence at the model bottoms in order to produce horizontal shear inside the landslide body with respect to the underlying bedrock. All 11 signals are characterized by different frequency contents, Arias Intensities from 0.1 to 1 m/s, moment magnitudes from 5.0 to 7.0 and peak ground accelerations from 0.8 to 1.2 m/s², and therefore correspond to scenarios that represent the local seismicity in Southern Spain.
Because of time-related limitations, only four of these signals were respectively applied to the simplified and smooth 3D model. Newmark-Displacements were calculated using all 11 signals with the classic Newmark-Method that approximates the landslide body in 2D by a rigid block on an inclined plane, and with Newmark’s Empirical Law as spatial information covering the landslide area across the slope in regular intervals.

We present a systematic comparison of all models and obtained displacements, showing that the Newmark-Methods deliver very similar results to the maximum displacements obtained by FDM. Moreover, we discuss on a particular example that – although seeming more accurate in the layout – smooth models lead not necessarily to realistic results.

How to cite: Domej, G. and Bourdeau, C.: Numerical modeling of seismically-induced slope displacements: a comparison between 2D and 3D finite difference models and Newmark-Displacements, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4186, https://doi.org/10.5194/egusphere-egu2020-4186, 2020.

EGU2020-10503 | Displays | NH4.3

Reactivation of giant paleo-rockslides during the Sarpol-Zahab Mw7.3 earthquake, Iran

Aya Cheaib, Pascal Lacroix, Swann Zerathe, Denis Jongmans, Najmeh Ajorlou, Marie-Pierre Doin, James Hollingsworth, Gautier Rauscher, and Chadi Abdallah

                Zagros Mountains form a seismically active fold and thrust belt in western Iran. In addition to the high levels of seismicity, slope failures are common throughout the region, where historical records of very large landslides (> 30 km3) are documented. On the November 12th 2017, the largest earthquake (Mw 7.3) ever recorded in the Zagros occurred near the town of Sarpol-Zahab (NW Zagros/Iraq border). Following the earthquake, only one large co-seismic rockslide and some small rockfalls were documented near the epicenter. This rather small landslide activity for such a large earthquake raises the question of both the observation completeness and the controlling factors of the landslide triggering in this arid mountainous environment.

            We conducted an original inventory mapping of the landslides induced by this event along 200 km of the Iran-Iraq border. The landslides were detected by different methods: the scars of rapid co-seismic landslides were mapped using a comparison of pre- and post-seismic Planetlab images (3 m resolution), whereas slow-moving landslides (cm/yr-m/yr) were detected by deriving time-series of ground deformation from radar and optical satellite images. Interferometric measurements were constructed for 3 ascending and descending Sentinel-1 SAR tracks, over a time period of 15 months (spanning 6 months before and 9 months after the main shock), allowing the detection and monitoring of very-slow-moving landslides (cm/yr), while slow-moving landslides of higher velocities (m/yr) were detected from correlation of pre and post-earthquake optical satellite images (Planet and SPOT67 imagery; 3 m and 1.5 m resolution, respectively), orthorectified over precise DEMs.

            We detected 8 giant rotational rockslides (3.106 to 3.107 m2) and 360 small rockfalls (2.102 to 2.104 m2) in our study area. The small slope-failures were concentrated in the steepest areas around the epicenter (within a radius of 45 km) while the giant ones were situated in far fields (150 km far from the epicenter). Geomorphological analysis of the giant landslides revealed the reactivation of huge masses with several hundreds meters scarps at their top and runout distance of several hundreds meters, advancing over a river at their toe. The geodetical analysis of these giant landslides, show their co-seismic acceleration by few cm.  Furthermore, the analysis of the displacement time-series of these giant rockslides shows that four of them are destabilized over the longer term. This observation raises question both of the risk posed by these rockslides and the controlling factors of their initiation. A geological and seismological analysis suggests that the triggering of these giant rockslides can be controlled by the geological structure (stratigraphy and folding) and the resulting topography, as well as by the fault mechanism of major earthquakes. Finally, the landslide reactivation mechanism during the Sarpol-Zahab earthquake is discussed.

How to cite: Cheaib, A., Lacroix, P., Zerathe, S., Jongmans, D., Ajorlou, N., Doin, M.-P., Hollingsworth, J., Rauscher, G., and Abdallah, C.: Reactivation of giant paleo-rockslides during the Sarpol-Zahab Mw7.3 earthquake, Iran, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10503, https://doi.org/10.5194/egusphere-egu2020-10503, 2020.

EGU2020-12409 | Displays | NH4.3

Quantifying the effects of the M7.8 November 14, 2016 earthquake on rainfall-induced landslide triggering and reactivation, Kaikoura, New Zealand

Brenda Rosser, Katie Jones, Chris Massey, Salman Ashraf, Georgia Strawbridge, and Samuel Morris

The 2016 Mw 7.8 Kaikoura Earthquake in Canterbury, New Zealand produced one of the most complex fault ruptures observed in the historical period and produced strong ground shaking. As a consequence, over twenty-nine thousand landslides were triggered over a total area of about 10,000 km2 with the majority concentrated in a smaller area of about 3,600 km2 (Massey et al 2018). In addition, hillslopes in the affected area were severely damaged by tension cracking and dilation. Large volumes of landslide debris generated during the earthquake remain stored in the landscape and the potential for rainfall to trigger landslides on the failed and partially failed hillslopes is anticipated to be elevated for the foreseeable future. Despite this little is known about the increase in landslide hazard and the timeframe over which this hazard will be elevated.

We used airborne LiDAR captured immediately after the earthquake (November 2016), and at six consecutive dates between November 2017 and April 2019  to develop high resolution surface change models to construct an inventory of rainfall-induced landslides and reactivated landslides following the earthquake. The results were compared with landslide inventories for a series of significant storm events between 1880 and 2019 which were compiled from various sources, including mapping from available aerial photography and satellite imagery collected between 1961 and 2019.

Analysis of the landslide inventories indicates that rainfall triggering thresholds for landslides on these highly cracked and dilated slopes is lower than before the earthquake which has resulted in a significant increase in landslide frequency for a given rainfall amount through the initiation of new landslides on weakened slopes, reactivation of existing landslides and reworking of landslide debris stored on the landscape. Most of the landslides triggered by rainfall following the earthquake were highly mobile debris flows that were strongly coupled to the channel network. Preliminary results suggest that the highest rates of post-earthquake landslide initiation (for both new and reactivated landslides) occurred in the first major storm event following the earthquake and the rate has reduced with time since the earthquake. Maximum landslide size (area) also decreased with time following the earthquake. Quantification of rates of post-EQ rainfall-induced landsliding using LiDAR differencing and aerial photo interpretation will further our understanding of post-earthquake landscape recovery.

How to cite: Rosser, B., Jones, K., Massey, C., Ashraf, S., Strawbridge, G., and Morris, S.: Quantifying the effects of the M7.8 November 14, 2016 earthquake on rainfall-induced landslide triggering and reactivation, Kaikoura, New Zealand , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12409, https://doi.org/10.5194/egusphere-egu2020-12409, 2020.

EGU2020-5123 | Displays | NH4.3

The influence of velocity gradients choice in deep alluvial basin seismic site response

Valeria Cascone and Jacopo Boaga

The characterization of seismic site response represents one of the most important issues of seismic hazard assessment and risk mitigation planning. Characterizing the site conditions involves the measurement of several soil properties such as the shear-wave velocity (Vs), density and damping properties as a function of depth. Therefore, most of the site-effect studies in earthquake ground motions are based on the properties of the upper 30 meters and the anti-seismic building codes propose in most cases a simplified analysis based on shear wave velocity of the shallow subsoil. From a seismological perspective, the upper 30 meters would almost never represent more than 1% of the distance from the source. This should be taken into account especially for large and deep alluvial basins, representing the most inhabited geological environment of the world, where could be difficult to estimate the thickness and the velocity profile of the soft sediment overlying the rigid seismic bedrock.

The common approach adopted to characterize greater depths is then an extrapolation of shear wave velocity in depth, considering a selected linear or non-linear velocity gradients till the depth of the considered seismic bedrock (usually set to Vs ≥ 800 m/s). These gradients are generally derived from geological information or from literature, but how much the gradients choice affects the final site response analyses is often a neglected aspect.

In this work we try to investigate the generic case of deep alluvial basins. We consider the shallow subsoil as characterized by several in-situ tests in northern Italy. We extrapolate the deeper soil structure considering different literature velocity gradients obtained for deep basins in different geological contests: tectonic basins (Lower Rhine Basin and Po Plain) and Alpine basins (Grenoble and Lucerna Basins). We perform one-dimensional analysis of shear waves with the Linear Equivalent Method. The study demonstrates how relevant can be the role of velocity gradient choice for the ground response scenario. Starting from the same shallower Vs structures, the computed seismic motion at surface can present variation in the order of 50% varying the velocity gradients in depth. The results are of relevant interest for the analysis of seismic hazard in the deep alluvial basins environments, which host the main urban areas around the world.

How to cite: Cascone, V. and Boaga, J.: The influence of velocity gradients choice in deep alluvial basin seismic site response, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5123, https://doi.org/10.5194/egusphere-egu2020-5123, 2020.

EGU2020-5848 | Displays | NH4.3

Evaluation of the effect of depth to bedrock on seismic amplification phenomena

gaetano falcone, giuseppe naso, stefania fabozzi, federico mori, massimiliano moscatelli, edoardo peronace, and gino romagnoli

When an earthquake occurs, the propagation of the seismic waves is conditioned by local conditions, e.g., depth to seismic bedrock and impedance ratio between soft soil and seismic bedrock. Bearing in mind that the maximum depth of site prospections generally does not extend up to seismic bedrock depth, a parametric study was carried out with reference to ideal case studies in order to investigate the effect on local seismic amplification of the depth to bedrock.

The results are presented in terms of charts of amplification factors (i.e., ratio of integral quantities referred to free-field and reference response spectra) and minimum depth to investigate vs building type. These charts will allow defining the thickness of the cover deposit that should be characterised in terms of geophysical and geotechnical parameters in order to perform seismic site response analysis according to a precautionary approach, in areas where depth to seismic bedrock is higher than conventional maximum depth of site surveys.

How to cite: falcone, G., naso, G., fabozzi, S., mori, F., moscatelli, M., peronace, E., and romagnoli, G.: Evaluation of the effect of depth to bedrock on seismic amplification phenomena, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5848, https://doi.org/10.5194/egusphere-egu2020-5848, 2020.

EGU2020-10474 | Displays | NH4.3

Observations on 1D local seismic response analyses: a case study in the Molise region, Italy

Tony Fierro, Massimina Castiglia, and Filippo Santucci de Magistris

In this work, a review of the seismic microzonation for the city of Campobasso, conducted after the 2002 Molise earthquake (Italy), is made. Fourteen sites to perform 1D analysis were selected. The stratigraphy and the physical and mechanical properties of the soils were available from both direct tests and literature survey. Down-hole profiles were accessible for the area and additional MASW tests were conducted in 2016.

A seismic hazard analysis was performed by accounting for the characteristics of the active faults located in a range of about 50 km, the disaggregation of PGA with a probability of exceedance of 10% in 50 years and the Gutenberg-Richter recurrence law for a return period of 475 years based on the Parametric Catalogue of Italian Earthquakes. The magnitude and distance ranges that are most probable to contribute to the seismic hazard of the municipality are 5.5-7.5 and 0-50 km, respectively. These ranges were used for the selection of a set of design earthquake motions to be representative of the seismicity of the site, which, consequently, matches the requirements of the Italian code in terms of target spectrum. Eight earthquake motions were selected from the ESM and PEER databases; the target spectrum refers to a Safe Life Limit State (SLV) with return period of 475 years, topographic category T1 and soil type A. The compatibility is verified by fitting the mean spectrum obtained from the accelerograms within a tolerance of 10 % in the lower bound and 30% in the upper bound for a specific range of periods of the design spectrum. The software InSpector was used to check the match.

1D local seismic response analyses were performed in the frequency domain by using the software STRATA.

There was a good agreement between the shear wave velocity profiles obtained from down-hole and MASW tests, except for few cases in which problems during the test execution or high environmental noise could have affected the down-hole results by providing meaningless profiles. Even though the shear wave velocity profiles have a good agreement, the transfer functions computed with both profiles show different resonance frequencies as expected. From the 1D seismic response analyses, the importance of the superficial layers in the amplification of the earthquake motion was highlighted, thus showing a substantial difference in the acceleration profile at the surface and a few meters below the top ground. The spectra at the surface were compared with the relative target spectra for the same site class of the considered soil deposit and the accelerations were found to be higher than those provided by the code spectra for the small periods range and the design spectra become instead much conservative for periods higher than 0.4 s. The latter two considerations underline the importance of conducting site response analyses in engineering applications to optimize the design seismic forces on the structures.

How to cite: Fierro, T., Castiglia, M., and Santucci de Magistris, F.: Observations on 1D local seismic response analyses: a case study in the Molise region, Italy, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10474, https://doi.org/10.5194/egusphere-egu2020-10474, 2020.

EGU2020-4629 | Displays | NH4.3

Robust determination of S-wave velocity profiles by using mini-arrays

Luca D'Auria, Marina Alfaro Rodríguez, Daniel Bermejo López, Jemma Crowther, Lucy Kennett, Iván Cabrera-Pérez, David Martínez van Dorth, and Jean Soubestre

Microtremor measurements represent a useful tool to study the seismic amplification in urban areas. One of the methods that permits characterizing seismic properties of soils is the H/V spectral ratio. This technique is especially useful when dealing with shallow low velocity layers, allowing an effective determination of its velocity and thickness. The H/V technique is very convenient to realize microzonation surveys because of its simplicity and low cost. However, it is recommended to combine it with other geophysical methods and geological information to better constrain the resulting models. In recent years the use of ambient noise cross-correlation has been widely used to retrieve Rayleigh wave dispersion curves between pairs of stations. These curves carry an important information about the subsoil velocity structure and have been already exploited for seismic microzonation purposes.

The aforementioned methods, H/V spectra and Rayleigh wave dispersion curves, in principle allow obtaining 1D body wave and density profiles. However, one of the most important problems when inverting H/V and dispersion curves, is the poor constraint on density and P wave velocities. This difficulty can be partially solved by imposing some constraints over the inverse problem (e.g. fixing the Vp/Vs ratio) or by devising inverse methods allowing the different parameters to be determined in different steps.

We propose a novel approach which consists of a joint inversion of H/V spectra and Rayleigh wave dispersion curves, realized simultaneously for all the elements of the mini-array. This allows increasing the ratio between the number of available data and the number of parameters to invert, improving the stability of the inverse problem and reducing the uncertainties on the estimated parameters. For the evaluation of the retrieved model, we used the trans-dimensional Monte Carlo exploration which has shown to be very efficient in evaluating the quality of the resulting model, through an intensive exploration of the “a posteriori” probability density function over the model parameter space.

We show the improvement in the obtained results on synthetic tests as well as on actual data. In particular we apply this method, named method MARISMA (Mini ARrays for seISmic MicrozonAtion) on a dataset recorded in the town of San Cristóbal de La Laguna (Tenerife, Canary Islands, Spain) during the summer of 2019.

How to cite: D'Auria, L., Alfaro Rodríguez, M., Bermejo López, D., Crowther, J., Kennett, L., Cabrera-Pérez, I., Martínez van Dorth, D., and Soubestre, J.: Robust determination of S-wave velocity profiles by using mini-arrays, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4629, https://doi.org/10.5194/egusphere-egu2020-4629, 2020.

EGU2020-2098 | Displays | NH4.3

Site effects on Gros Morne Hill, Port-au-Prince, Haïti

Hans-Balder Havenith and Sophia Ulysse

After the M = 7.0 Haiti earthquake in 2010, many teams completed seismic risk studies in Port-au-Prince to better understand why this not extraordinarily strong event had induced one of the most severe earthquake disasters in history (at least in the Western World). Most highlighted the low construction quality as the main cause for the disaster, but some also pointed to possible soil and topographic amplification effects, especially in the lower and central parts of Port-au-Prince (e.g., close to the harbor). Therefore, we completed a detailed site effect study for Gros-Morne hill located in the district of Pétion-Ville, southeast of Port-au-Prince by using near surface geophysical methods. The horizontal to vertical spectral ratio technique was applied to ambient vibrations and earthquake data, and multichannel analysis of surface waves and P-wave refraction tomography calculation were applied to seismic data. Standard spectral ratios were computed for the S-wave windows of the earthquake data recorded by a small temporary seismic network. Electrical resistivity tomography profiles were also performed in order to image the structure of the subsurface and detect the presence of water.

Different site effect components are represented for the entire survey area; we present maps of shear wave velocity variations, of changing fundamental resonance frequencies, and of related estimates of soft soil/rock thickness, of peak spectral amplitudes and of ambient ground motion polarization. Results have also been compiled within a 3D surface-subsurface model of the hill that helps visualize the geological characteristics of the area, which are relevant for site effect analyses. From the 3D geomodel we extracted one 2D geological section along the short-axis of the hill, crossing it near the location of the Hotel Montana on top of the hill, which had been destroyed during the earthquake and has now been rebuilt. This cross-section was used for dynamic numerical modelling of seismic ground motion and for related site amplification calculation. The numerical results are compared with the site amplification characteristics that had been estimated from the ambient vibration measurements and the earthquake recordings. Related results only partly confirm the strong seismic amplification effects highlighted by previous papers for this hill site, which had been explained by the effects of the local topographic and soil characteristics.

How to cite: Havenith, H.-B. and Ulysse, S.: Site effects on Gros Morne Hill, Port-au-Prince, Haïti, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2098, https://doi.org/10.5194/egusphere-egu2020-2098, 2020.

EGU2020-22163 | Displays | NH4.3

Evaluation of the seismic response at the Arquata Del Tronto hamlet through 3D numerical analyses

Ilaria Primofiore, Julie Marie-Pierre Baron, Giovanna Laurenzano, Peter Klin, Cristina Muraro, and Giovanna Vessia

(ilaria.primofiore@gmail.com; jbaron@inogs.it; glaurenzano@inogs.it; pklin@inogs.it; cristina.muraro@isprambiente.it; g.vessia@unich.it)

 

The 2016 Italian seismic sequence showed, once again, the relevant role of the differentiated seismic effects at short distance in varied geological environments. In the case study of Arquata del Tronto hamlet, several response analyses have been performed in order to reproduce the ground response through 2D finite element numerical codes (Primofiore, 2019; Pagliaroli et al., 2019). According to the Italian Guidelines for Seismic microzonation ICMS (2010), in the case of hills, the topographic effects of seismic amplification must be studied by numerical methods. In those cases, when the relieves are made up of soil deposits, 2D numerical analyses are used, indeed. Instead, when rocky hills are considered, the amplification effects due to the topography are considered by means of 1D simplified analyses or at most, 2D ground response analyses. The recent damages of old settlements located on the top of rocky hills, such as Arquata del Tronto hill, put in evidence the relevant role of three-dimensional movements of asymmetrical isolated rocky reliefs in generating heavy disruptions during the seismic shaking. In addition, on surface there are commonly fracturing layers of rocks, which played an important role in amplifying seismic waves according to their thicknesses. 3D numerical analyses at Arquata del Tronto hill have been carried out through the spectral element method implemented in SPECFEM3D code. Results suggested that an accurate simulation of the topographic effects of isolated asymmetrical rocky hills can be appreciated only through 3D numerical analyses, because they capture the out-of-plane bending moment (torsional effect) that asymmetry induces. The results showed that seismic behaviour of articulated morphology of the isolated relieves cannot be simulated by means of 2D seismic response analyses.

 

References

 

Pagliaroli, A., Pergalani, F., Ciancimino, A., et al. (2019). Site response analyses for complex geological and morphological conditions: relevant case-histories from 3rd level seismic microzonation in Central Italy.

Bulletin of Earthquake Engineering, 1-37.

 

Primofiore, I. (2019). Studio della risposta sismica in località Arquata del Tronto mediante modellazioni numeriche 3D. Master Degree thesis (in Italian), University “G. d’ Annunzio” of Chieti-Pescara.

 

Working group M. S. (2010). ICMS - Indirizzi e Criteri per la Microzonazione Sismica. In Conferenza delle Regioni e delle Provincie autonome. Dipartimento della protezione civile, Roma (Vol. 3).

 

How to cite: Primofiore, I., Baron, J. M.-P., Laurenzano, G., Klin, P., Muraro, C., and Vessia, G.: Evaluation of the seismic response at the Arquata Del Tronto hamlet through 3D numerical analyses, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22163, https://doi.org/10.5194/egusphere-egu2020-22163, 2020.

EGU2020-6835 | Displays | NH4.3

High resolution seismic microzonation of San Cristóbal de La Laguna (Tenerife, Spain)

Germán Cervigón Tomico, Diana Patricia Fernández del Campo, Efrén Fernández Agudo, Andres Felipe García Salamanca, Rory Tisdall, Iván Cabrera-Pérez, David Martínez van Dorth, Jean Soubestre, Garazi Bidaurrazaga Aguirre, Víctor Ortega Ramos, Luca D'Auria, and Nemesio M. Pérez

The majority of casualties associated with historical eruptions on Tenerife (Canary Islands) were linked to the seismicity preceding and accompanying the eruptive activity. Therefore, the volcano-tectonic seismicity constitutes a relevant hazard. Moreover, the tectonics of the archipelago and paleoseismological evidences in the southern part of the island, suggest the possibility of destructive earthquakes on the island and its surroundings.

The complex geology of the island also affects seismic wave propagation and can lead to local seismic amplification phenomena. Actually, a recent moderate earthquake (Ml=4.4) located east of the island, has been recorded by a dense broadband network: Red Sísmica Canaria (C7) operated by Instituto Volcanológico de Canarias (INVOLCAN) showing relevant local seismic amplification effects at different sites. For this reason, in the spring of 2019, INVOLCAN started a research program, named TFsismozon, aimed at characterizing the local seismic response of the urban areas of Tenerife with the aim of mitigating the seismic risk of the island.

The first site selected for this purpose was the town of San Cristóbal de La Laguna, declared World Heritage Site by UNESCO 1999 and partially built over lacustrine sediments, which can be responsible for seismic wave amplification. For this purpose, during the summer of 2019, INVOLCAN realized a dense seismic survey of the town, performing seismic noise measurements on 453 sites located in the downtown and its surroundings, for a total surface of about 11 km2. The measurements were realized by deploying mini-arrays, composed of 3-4 elements, for a duration of 2-3 hours. These measurements were realized with the goals  of obtaining H/V ratios and also to get the surface waves dispersion curves through the cross-correlation of the seismic noise. The amplification frequencies are obtained through the H/V ratio, while the joint inversion of both H/V and dispersion curve data allows for obtaining Vs profiles for each point.

This survey therefore represents the first extensive mapping of seismic amplification effects in the Canary Islands. It also allows for improving the geological models of the town, in particular providing a high-resolution map of the lacustrine deposits on which part of the town lies. The preliminary results of the survey evidenced a clear relation between the sediment thickness and the frequency of the dominant peaks in H/V ratio. Moreover, the preliminary data analysis, on the basis of the H/V ratios, showed that the south-eastern area of the survey may be similar to the lacustrine basin, although previous geological maps indicated the presence of basalts.

How to cite: Cervigón Tomico, G., Fernández del Campo, D. P., Fernández Agudo, E., García Salamanca, A. F., Tisdall, R., Cabrera-Pérez, I., Martínez van Dorth, D., Soubestre, J., Bidaurrazaga Aguirre, G., Ortega Ramos, V., D'Auria, L., and Pérez, N. M.: High resolution seismic microzonation of San Cristóbal de La Laguna (Tenerife, Spain), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6835, https://doi.org/10.5194/egusphere-egu2020-6835, 2020.

EGU2020-22483 | Displays | NH4.3

Modelling the three-dimensional site response in the village of Amatrice, Central Italy

Roberto Razzano, Iolanda Gaudiosi, Massimiliano Moscatelli, Callisto Luigi, Giuseppe Lanzo, Guido Martini, and Salomon Hailemikael

We analyzed the seismic site response of the Amatrice village, that experienced extensive and very high level of damage after the 24th of August 2016 earthquake, further aggravated by the following shocks of October 2016. In particular, site response was investigated by simulating seismic wave propagation through an advanced 3D subsurface model of the site. Availability of experimental site transfer functions allowed validating simulation results and evaluating advantages and drawbacks of this approach.

The 3D subsoil model was developed based on the available dataset of borehole stratigraphic logs, shear wave velocity profiles obtained from Down-Hole tests and 2D ARRAY measurements as well physical and mechanical properties measured by means of laboratory tests (EmerTer Project, 2018; CNR IGAG Report, 2018).

The model was forced by 3-component (3C) input constituted of acceleration time histories that were selected from the European Strong-Motion database (www.esm.mi.ingv.it ; Luzi et al., 2016) by considering a return period = 975y.

The explicit finite-difference code FLAC3D (ITASCA Consulting group Inc., 2017) was used for numerical simulations; this code operates in the time domain, incorporates a compliant base, free-field lateral boundaries and uses a fully nonlinear approach to model the dynamic soil properties. The identification of the seismic bedrock depth was carried out by an iterative procedure that minimizes the difference between recorded motions after deconvolution at depth. A hysteretic-damping model and Rayleigh damping formulation were used to account for viscous damping in dynamic condition. Rule by Kuhlemeyer and Lysmer (1973) was adopted for element size definition to achieve a satisfactory level of accuracy up to 10 Hz. The finite difference mesh consists of about 1.1 million tetrahedral-shaped elements.

Three control points in correspondence with three temporary seismic stations, i.e., MZ12, MZ28 and MZ31, were considered in order to compare the simulated 3D transfer functions with the experimental ones. In particular, MZ12 was located in the historical center of Amatrice village, MZ28 in the southeastern part of the village, while MZ31 in the western sector. Available Standard Spectral Ratios (Borcherdt, 1970, Milana et al., 2019) were used to determine the experimental frequencies and amplifications. The results showed that the average amplification is about 4 for MZ12 in the frequency range 5-7Hz and about 2 for MZ28 station at 3Hz, while amplification function is essentially flat at MZ31. In the historical part of the village, only Horizontal-to-Vertical Spectral Ratio (Nakamura, 1989) measurements were available. Reasonable agreements were found in the considered frequency range 1-10Hz.

This approach, which simulated the 3C ground motion field, demonstrated to be useful to evaluate the most important 3D model features relevant for site amplification.

The present work was performed in the frame of the SISMI Project, funded by Regione Lazio and devoted to developing new technologies for improving the security and the reconstruction process of the historical centers in central Italy. All the activities were carried out under in the framework of the “DTC Lazio” (https://dtclazio.it/).

How to cite: Razzano, R., Gaudiosi, I., Moscatelli, M., Luigi, C., Lanzo, G., Martini, G., and Hailemikael, S.: Modelling the three-dimensional site response in the village of Amatrice, Central Italy, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22483, https://doi.org/10.5194/egusphere-egu2020-22483, 2020.

EGU2020-2856 | Displays | NH4.3

Source mechanism of recent seismic events and microzonation studies along Sagaing Fault near Nay Pyi Taw, capital of Myanmar

Claus Milkereit, Pa Pa Tun, Oo Than, Kyawmoe Oo, Kyaw Zayar Naing, Myat Min Aung, Yin Myo Min Htwe, and Sebastian Heimann

In 2005, the capital of Myanmar was moved to the newly designed city of Nay Pyi Taw, some 300 km north of Yangon. Both Yangon as well as the capital Nay Pyi Taw are situated along the 1200 km long north-south trending Sagaing Fault, an active strike-slip fault which showed large and disastrous earthquakes in the past. Almost nothing is known about details of the Sagaing Fault in the area of Nay Pyi Taw, neither the precise location of different branches of the Sagaing Fault, nor the precise location of recent seismic events along different branches of the fault, nor the distribution and depth of the sedimentary layers in and around Nay Pyi Taw.

Since 2014, 4 shallow earthquakes with magnitudes larger than ML=4 are reported near Nay Pyi Taw. Some were clearly felt in the capital. The different location solutions reported by local and international agencies indicate a location accuracy not better accurate than 5 km. We derived re-locations and moment tensor analyses as well as meaningful model uncertainties for these events. The results show that the Sagaing Fault near Nay Pyi Taw may follow different active branches. While geological mapping indicates an active branch west of Nay Pyi Taw, the event locations and source mechanisms of the recent seismic activity indicate an active branch under and east of Nay Pyi Taw. Here, a geological mapping is complicated as sediments of unknown thickness cover the basement. Therefore, a microzonation study has been started with the aim to determine the fundamental resonant frequencies of the sedimentary layers, their spatial variability, and the amplification factors. First results of this ongoing project with more than 50 noise recordings in and around Nay Pyi Taw indicate amplification of ground motion with a factor up to 10 in distinct frequency ranges from 0.3 – 10 Hz.

 

How to cite: Milkereit, C., Tun, P. P., Than, O., Oo, K., Naing, K. Z., Aung, M. M., Htwe, Y. M. M., and Heimann, S.: Source mechanism of recent seismic events and microzonation studies along Sagaing Fault near Nay Pyi Taw, capital of Myanmar, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2856, https://doi.org/10.5194/egusphere-egu2020-2856, 2020.

EGU2020-18087 | Displays | NH4.3

Seismic soil class map for Italy according to European and Italian codes map

Giovanni Forte, Eugenio Chioccarelli, Melania De Falco, Pasquale Cito, Antonio Santo, and Iunio Iervolino

Soil conditions affect ground motion amplification. Thus, seismic site classification is a critical issue to predict ground motion parameters in the context of both probabilistic seismic hazard analysis and real-time generation of shaking maps. Especially on large areas, simplified procedures for estimating the seismic soil amplification can be advantageous. In order to account for these local effects, some proxies which account for the soil behaviour can be identified; e.g., the average shear-wave velocity of the upper 30 m (VS,30), or the equivalent shear-wave velocity from the depth of the seismic bedrock (VS,eq). 
In this study, two maps of seismic shallow soil classification for Italy according to Eurocode 8 (EC08) and the new Italian Building Code (ItBC2018) are presented. The methodology from which the maps are derived is described in Forte et al. (2019) and accounts for two sources of information: site-specific measurements and large-scale geological maps. The soil maps are obtained via a four-step procedure: 
(1) a database of about four-thousand shear-waves velocity (Vs) measurements coming from in-hole tests, surface geophysical tests and microtremors is built, covering (unevenly) the whole national territory; 
(2) twenty geo-lithological complexes are identified from the available geological maps; 
(3) the investigations are grouped as a function of the geo-lithological complex and the distribution of measured VS,30, VS,eq are derived;
(4) medians and standard deviations of such distributions are assumed to be representative of the corresponding complexes that are consequently associated to soil classes. 
The EC08 soil class map and the available database of Vs measurements were compared with the seismic soil map provided by the USGS based on a topographic slope-proxy (Allen and Wald, 2007). The latter is obtained by the correlation between topographic slope and VS,30, assuming morphometrical characteristics of the terrain as representative of the lithology. The slope-based method appears less reliable than the proposed approach, because its predictions resulted in a slight but systematic overestimation of the measured soil classes. Therefore, the proposed map can be more suitable for large-scale seismic risk studies, despite it is not a substitute of seismic microzonation and local site response analyses.
To make the results of the study available, a stand-alone software “SSC-Italy” has been developed and is freely available at http://wpage. unina.it/iuniervo/SSC-Italy.zip. 

How to cite: Forte, G., Chioccarelli, E., De Falco, M., Cito, P., Santo, A., and Iervolino, I.: Seismic soil class map for Italy according to European and Italian codes map , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18087, https://doi.org/10.5194/egusphere-egu2020-18087, 2020.

The topography effect has been thriving investigated based on numerical modeling. It impacts the seismic ground shaking, usually amplifying the amplitude of shaking at top hills or ridges and de-amplifying at valleys. However, the correlation between the earthquake-induced landslide and the topographic amplification is relatively unexplored. To investigate the amplification of seismic response on the surface topography and the role in the Chi-Chi earthquake-induced landslide in the JiuJiu peaks area, we perform a 3D ground motion simulation in the JiuJiu peaks area of Taiwan based on the spectral element method. The Lidar-derived 20m resolution Digital Elevation Model (DEM) data was applied to build a mesh model with realistic terrain relief. To this end, in a steep topography area like the JiuJiu peaks, the designed thin buffer layers are applied to dampen the mesh distortion. The three doubling mesh layers near the surface accommodate a more excellent mesh model. Our results show the higher amplification of PGA on the tops and ridges of JiuJiu peaks than surrounding mountains, while the de-amplification mostly occurs near the valley and hillside. The relief topography could have a ±50% variation in PGA amplification for compression wave, and have much more variety in PGA amplification for shear wave, which could be in the range between -50% and +100%. We also demonstrate that the high percentages of the landslide distribution right after the large earthquake are located in the topographic amplified zone. The source frequency content interacts with the topographic feature, in general, small-scale topography amplifies the higher-frequency seismic waves. It is worthy of further investigating the interaction between the realistic topography and the velocity structure on how to impact the seismic response in the different frequency bands. We suggest that the topographic seismic amplification should be taking into account in seismic hazard assessment and landslide evaluation.

How to cite: Chen, C.-T., Lee, S.-J., and Chan, Y.-C.: Surface topography effects on seismic ground motion and correlation with earthquake-induced landslide: An example of the JiuJiu peaks in 1999 Chi-Chi Taiwan earthquake, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6510, https://doi.org/10.5194/egusphere-egu2020-6510, 2020.

EGU2020-19565 | Displays | NH4.3

Offshore Landslides could be favored by Seismic Amplification due to Site Effects

Francoise Courboulex, E. Diego Mercerat, Christophe Larroque, Sébastien Migeon, Anne Deschamps, Yann Hello, Marion Baques, Diane Rivet, and David Ambrois

In many seismically active areas of the world, earthquake‐induced landslides commonly account for a significant portion of the total impact of earthquakes. When landslides occur offshore, in coastal areas, they can generate proximal tsunami waves that reach the coastlines in only a few minutes, and can be very dangerous.

The triggering power of earthquakes on landslides is often estimated on seismic wave amplitude (Peak ground acceleration, Arias intensity …), which is usually computed simply from the magnitude and distance of the earthquake using ground motion prediction equations (GMPEs). In this study we show that the local amplification due to site effect can be very strong offshore, and then should not be neglected.

In order to test and quantify the potential amplification of seismic waves offshore, we installed a broadband seismometer (PRIMA station) near the transition between the continental shelf and the upper continental slope, at a water depth of 18 m, offshore Nice city airport (southeastern France).  Situated at the mouth of the Var River, this zone is unstable and prone to landslides. A catastrophic landslide and tsunami already occurred in 1979, causing 10 casualties and large damages.

We analyze the recordings of earthquakes and seismic noise at the PRIMA station by comparing them to nearby inland stations. We find that the seismic waves are strongly amplified at PRIMA at some specific frequencies (with an amplification factor greater than 10 at 0.9 Hz). Using geological and geophysical data, we show that the main amplification frequency peak (at 0.9Hz) is due to the velocity contrast between the Pliocene sedimentary layer and fine-grained sediments dated from the Holocene. This offshore site effect could have a crucial impact on the triggering of a submarine landslide by an earthquake in this region. 

It is therefore crucial to detect and quantify the seismic amplification effects caused by superficial offshore sediment, in order to take them into account in predictive model.

How to cite: Courboulex, F., Mercerat, E. D., Larroque, C., Migeon, S., Deschamps, A., Hello, Y., Baques, M., Rivet, D., and Ambrois, D.: Offshore Landslides could be favored by Seismic Amplification due to Site Effects, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19565, https://doi.org/10.5194/egusphere-egu2020-19565, 2020.

EGU2020-8293 | Displays | NH4.3

2015 Nepal Earthquake: A Comparison between Landslide Inventories

Andrea Valagussa, Paolo Frattini, Elena Valbuzzi, Malcolm Billinge-Jones, and Giovanni Battista Crosta

Three landslide inventories were prepared for the area affected by the 7.8 Mw Nepal earthquake (April 25, 2015). The first inventory contains 21,151 earthquake-induced landslides (EQL), directly associated to the 7.8Mw earthquake, mapped by using Google Earth’s pre and post-earthquake images, helicopter footage and Google Crisis data. Landslides were classified as debris flows, shallow translational landslides and rotational landslides. This last class included a relatively small number of events.  The second inventory includes only pre-event shallow landslides (PESL) to evidence those landslides which were already active before the 2015 earthquake. This inventory includes more than 2,500 landslides. The third inventory includes almost 20,000 large landslides (LL), consisting mostly of rock avalanches, slumps, rockslides, and deep-seated gravitational slope deformations (DSGSD). The spatial distribution of the three inventories was analysed with respect to land surface parameters. The EQL inventory shows in general a different spatial distribution with respect to the other two inventories. This is probably related to the seismic triggering and to the characteristics of the geographic area. A joint analysis of the LL and the EQL inventories shows that only a few earthquake-induced landslides (about 15 %) are directly associated to reactivation of LL.

A Principal Component Analysis (PCA) and a Discriminant Analysis were performed to analyse the controlling parameters on EQL and PESL. The analyses were based on: 1) land surface parameters, 2) hydrological parameters, 3) seismic parameters, 4) lithological parameters, 5) land cover, and 6) meteorological parameters. The statistical analyses show that the most critical variables for landslide triggering during an earthquake are associated to the land surface parameters, in association with the cosesimic displacement and the PGA,  that show an effect on the landslide size and density respectively. PESL seem to be mainly controlled by land surface parameters, with some of them (e.g. elevation) showing a slightly inverse relationship with landslide density. Agricultural land use, slope gradient and rainfall (reference period 1980-2000) show a high correlation with the PESL landslide triggering in absence of earthquakes.

How to cite: Valagussa, A., Frattini, P., Valbuzzi, E., Billinge-Jones, M., and Crosta, G. B.: 2015 Nepal Earthquake: A Comparison between Landslide Inventories, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8293, https://doi.org/10.5194/egusphere-egu2020-8293, 2020.

EGU2020-19419 | Displays | NH4.3

2015 Nepal Earthquake: A Mass Wasting Balance

Paolo Frattini, Andrea Valagussa, Elena Valbuzzi, and Giovanni B. Crosta

Following the 7.8 Mw earthquake that struck Nepal on April 25th, 2015, a high-resolution earthquake-induced landslide inventory was prepared. 21,151 landslides have been mapped using Google Earth’s pre- and post-earthquake images, helicopter footage and Google Crisis data. For a representative subset of landslides (~7%), the main scar area was manually distinguished from the landslide transport and deposition areas. Starting from this subset of scar areas, six different relationships between scar area and total landslide area were attained for six different intervals of the landslide aspect ratio (AR, i.e. ratio between landslide length and width) which is used as a proxy of landslide mobility. These relationships were used to estimate the scar area for the entire dataset. For landslides with AR lower than 3 (i.e. low-mobility landslides) the total volume was calculated with the equations proposed by Larsen et al. (2010) by using the total landslide area values. For landslides with an AR larger than 3 (i.e. high-mobility landslides) the volume was computed by applying the equation by Larsen et al. (2010) to landslide scar area only, and considering a constant thickness for the runout area (1m based on field activities). By comparing the landslide denudation and mass wasting to uplift and subsidence measured by InSAR (ALOS-2 satellite data) following the Nepal earthquake, the net volume change in the earthquake-affected area was calculated.

How to cite: Frattini, P., Valagussa, A., Valbuzzi, E., and Crosta, G. B.: 2015 Nepal Earthquake: A Mass Wasting Balance, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19419, https://doi.org/10.5194/egusphere-egu2020-19419, 2020.

     The Jinsha river fault zone in the eastern margin of the Tibetan Plateau is an old suture structure after the shutting of the proto-Tethys and a large scale ultra-lithosphere fault zone consisted of  5 to 6 fault branches with a width of 50km, have a long  geological evolution history. Since late Quatery, this fault zone is mainly dominated by dextral strike slip with partial thrusting component, absorbing  partial energy of the extrusion movement of  Tibetan Plateau. Along the fault zone, lower terraces of Jinsha river at Muronglou, Buzhong, Langzhong, Guxue, etc. were displaced, indicating the fault zone is active in late Quaternary, with an average rate of 3.5~4.3mm/ /yr. horizontally and 0.9-1.1mm/yr. vertically respectively in Holocene. Influenced by the intense fault activity of Jinsha river fault zone, this region is characterized by fractured rocks, strongly weathered surfaces.

      The Jinsha river, the upstream of the Yangtze river, parallel to Jinshajiang fault zone, flows from north to south, forming deep river valley and huge terrain elevation difference. Numerous huge landslides have developed along the river, for example, there are 23 giant avalanches in the 38 km long reach from Narong to Rongxue, with general volumes of 10~70 million m3 and even up to several hundreds million m3. Moreover, the landslides produce many loose clastic fragments which detonate many debris flows and river blocking. The latest disaster event is the Baige barrier lake in 2018 caused by landslide, with a water storage capacity of 524 million m3, causing tens of billions of yuan of economic losses. These landslides are distributed along the fault and its two sides, suggesting that these huge avalanches are closely related to the intense activity of the fault zone and special topography.

Keywords: Huge landslide, Jinsha River, Jinsha River Fault Zone, late Quatery activity

How to cite: Chang, Z., Chang, H., Mao, Z., and Guo, R.: Huge Landslides along the Jinsha River in Southeastern Tibetan Plateau and Their Association with the Recent Activity of Jinsha River Fault Zone, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2815, https://doi.org/10.5194/egusphere-egu2020-2815, 2020.

EGU2020-8640 | Displays | NH4.3

A closer look at factors governing landslide recovery time in post-seismic periods

Hakan Tanyas, Dalia Kirschbaum, Luigi Lombardo, and Tolga Gorum

Various mechanisms are proposed to explain landslide recovery time in the time following major earthquakes. However, research on prescribing possible recovery times following an earthquake is still relatively new. This paper provides an insight into factors governing landslide recovery time, which could be considered as a step forward in predictive modeling for landslide recovery time. To accomplish this, we examined 11 earthquake-affected areas based on the characteristics of both landslide events and landslide sites associated with diverse morphologic and climatic conditions. Our analyses indicate that the dominant characteristics of post-seismic landslide mechanisms determine the recovery time. The characteristics can be identified based on: (i) the fraction of area affected by landslides (%), (ii) mean relief and its standard deviation (m), (iii) average daily accumulated precipitation (mm) and (iv) rainfall seasonality index. If there are not enough co-seismic landslide deposits or not enough relief to trigger large deposits on hillslopes, then the recovery processes are mostly controlled by new landslides caused by a strength reduction of hillslope materials. In most of the cases, this brings a relatively quick recovery process in which the majority of post-seismic landslides may happen within a year or even in a month if sufficient intense rainfalls occur soon after the earthquake. If the predisposing factors create large co-seismic landslide deposits, then remobilization of material takes the role of the dominant mechanism and recovery may take years. Overall, our analyses show that the recovery takes relatively longer if a large amount of co-seismic landslide material is deposited within a high-relief mountainous environment where precipitation rate is low and not persistent.

How to cite: Tanyas, H., Kirschbaum, D., Lombardo, L., and Gorum, T.: A closer look at factors governing landslide recovery time in post-seismic periods , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8640, https://doi.org/10.5194/egusphere-egu2020-8640, 2020.

EGU2020-4464 | Displays | NH4.3

Rain and small earthquakes maintain a slow-moving landslide in a persistent critical state

Noélie Bontemps, Eric Larose, Pascal Lacroix, Jorge Jara, and Edu Taipe

In tectonically active mountain belts, landslides contribute significantly to erosion. Statistical analysis of regional inventories of earthquake-triggered-landslides after large earthquakes (Mw>5.5) reveal a complex interaction between seismic shaking, landslide material, and rainfall. However, the contributions of each component have never been quantified due to a lack of in-situ data for active landslides. We exploited a 3-year geodetic and seismic dataset for a slow-moving landslide in Peru affected by local earthquakes and seasonal rainfalls. Here we show that in combination, they cause greater landslide motion than either force alone. We also show the rigidity of the landslide’s bulk clearly decreasing during Ml≥5 earthquakes. The recovery is affected by rainfall and small earthquakes (Ml<3.6), which prevent the soil from healing, highlighting the importance of the timing between forcings. These new quantitative insights into the mechanics of landslides open new perspectives for the study of the mass balance of earthquakes.

How to cite: Bontemps, N., Larose, E., Lacroix, P., Jara, J., and Taipe, E.: Rain and small earthquakes maintain a slow-moving landslide in a persistent critical state, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4464, https://doi.org/10.5194/egusphere-egu2020-4464, 2020.

EGU2020-21167 | Displays | NH4.3

Liquefaction assessment based on CSR-hazard curve through empirical procedure

Giorgio Andrea Alleanza, Filomena de Silva, Anna d'Onofrio, Francesco Gargiulo, and Francesco Silvestri

Semi-empirical procedures for evaluating liquefaction potential (e.g. Seed & Idriss, 1971) require the estimation of cyclic resistance ratio (CRR) and cyclic shear stress ratio (CSR). The first can be obtained using empirical relationships based on in situ tests (e.g. CPT, SPT), the latter can be expressed as function of the maximum horizontal acceleration at ground surface (amax), total and effective vertical stresses at the depth of interest (σv0, σ’v0) and a magnitude-dependent stress reduction coefficient (rd) that accounts for the deformability of the soil column (Idriss & Boulanger, 2004). All these methods were developed referring to a moment magnitude (Mw) equal to 7.5 and therefore require a magnitude scale factor (MSF) to make them suitable for different magnitude values. Usually, MSF and rd are computed with reference to the mean or modal value of Mw taken from a disaggregation analysis, while amax is obtained from a seismic hazard curve, including the contribution of various combinations of magnitudes and distances (Kramer & Mayfield, 2005). Thus, there might be inconsistency between the magnitude values used to evaluate either MSF or rd and amax. To overcome this problem, Idriss (1985) suggests to directly introduce the MSF in the probabilistic hazard analysis of the seismic acceleration. In this contribution, an alternative method is proposed, by properly modifying the acceleration seismic hazard curve conventionally adopted by the code of practice on the basis the disaggregation analysis, so that i) the contribution of the different magnitudes and the associated MSF and rd-values are considered, ii) the computational effort is reduced since a CSR-hazard curve is straightforward obtained. This alternative method is used to carry out a simplified liquefaction assessment of a sand deposit located in the municipality of Casamicciola Terme (Naples, Italy), where the results of SPT tests are available from recent seismic microzonation studies. The CSR computed using the proposed procedure is lower than that obtained adopting the classical method suggested by Idriss & Boulanger (2004). This can be explained considering that the suggested method takes into account all the magnitudes that contribute to the definition of the seismic hazard, instead of considering the mean or modal value of the disaggregation analysis. Such an accurate prediction of the seismic demand may represent a basis for more reliable seismic microzonation maps for liquefaction and for a less conservative design of liquefaction risk mitigation measures.

References

Idriss, I.M. (1985). Evaluation of seismic risk in engineering practice, Proc. 11th Int. Conf. on Soil Mech. and Found. Engrg, 1, 255-320.

Idriss, I.M., Boulanger, R. W. (2004). Semi-Empirical Procedures for Evaluating Liquefaction Potential During Earthquakes, Proceedings of the 11th ICSDEE & 3rd ICEGE, (Doolin et al. Eds.), Berkeley, CA, USA, 1, 32-56.

Kramer, S.L., Mayfield, R.T. (2005) Performance-based Liquefaction Hazard Evaluation, Proceedings of the Geo-Frontiers Congress, January 24-26, Austin, Texas, USA.

Seed H.B., Idriss M. (1971). Simplified procedure for evaluating soil liquefaction potential, J. Soil Mech. Found. Div., 97, 1249-1273.

How to cite: Alleanza, G. A., de Silva, F., d'Onofrio, A., Gargiulo, F., and Silvestri, F.: Liquefaction assessment based on CSR-hazard curve through empirical procedure, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21167, https://doi.org/10.5194/egusphere-egu2020-21167, 2020.

EGU2020-22493 | Displays | NH4.3

Simulations of the Basal Forces Generated by Dam Breaks: Comparison Between Continuous and Discrete Models

Hugo Martin, Sylvain Viroulet, Marc Peruzzetto, and Anne Mangeney

Numerical simulations of granular flows have been widely developed and used during the last two decades. Depending on the situation and scale of the simulations, different methods are used, each having specific pros and cons. Among them, three main methods can be distinguished such as; discrete, continuous or depth-averaged approach. At the laboratory scale, discrete approach consists of representing all the grains and contacts. When the amount of grains are important enough to consider the granular medium as an effective fluid, Navier-Stokes simulations can be performed using an appropriate rheology for the fluid, like the -rheology. However, when simulations are performed on geophysical scales none of these two methods can be used because of the enormous computation time required to solve them. To cope up with this issue, the depth-averaged approachs wherein the normal velocities are neglected, considerably reduce the computation time.

Even though all these models have been widely used, it is not clear exactly what information can be extracted about the forces exerted to the ground. These forces represent a new way of visualising a geophysical granular flow. Indeed, very recently, the recorded seismic signals from geophysical granular flows were used to interpret these forces. As a result, seismic data can be used to extract information on the flow dynamics which was missing due to the difficulties of direct observation (ashes, dust, etc…). Being able to compute and interpret the forces generated by a granular flow on
the ground represents a new way for calibrations of numerical methods and is a key point in analysing seismic data generated by granular flows and subsequently in understanding the landslide dynamics at the geophysical scale.

After a quick presentation of the numerical differences between the three models, we present comparisons between discrete, continuous [1] and depth-averaged [2] models. Besides, we put forward this study on the values taken by the forces generated on the ground during the evolution of granular dam breaks. Although, these three methods give relatively the same final deposits, in good agreement with the experiments, we observe they lead to very different dynamics in terms of flow acceleration, forces and histories.

1. http:basilisk.fr.

2. A. Mangeney et al., JGR 112 F02017 (2007)

How to cite: Martin, H., Viroulet, S., Peruzzetto, M., and Mangeney, A.: Simulations of the Basal Forces Generated by Dam Breaks: Comparison Between Continuous and Discrete Models, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22493, https://doi.org/10.5194/egusphere-egu2020-22493, 2020.

NH4.4 – Statistics and pattern recognition applied to the spatio-temporal properties of seismicity

EGU2020-11655 | Displays | NH4.4

Direct fault states assessment from wavefield properties: application to the 2009 L’Aquila earthquake

Peidong Shi, Léonard Seydoux, and Piero Poli

Monitoring and investigating the physical states of active faults is essential to understand how earthquakes begin and the physical processes involved. Traditionally, fault-state investigation strategies use seismic catalogs whose completeness and accuracy may be limited. We propose to take benefit of the information encoded in the continuous seismograms in order to fully extract information about the fault physics. We calculate the covariance matrix spectrum of continuous seismograms at an array of stations and extract features (e.g. entropy, spectral width, variance and coherency) from the covariance matrix eigenvalue spectrum. Those features are related to seismic source characteristics (e.g. source localization, spectral content, duration...) in the time scale of analysis, and can be used to reveal different physical states of faults. The dominant frequency band of the seismic wavefield changes at different stages of fault activities. Therefore, we perform clustering to characterize the physical states of fault based on the extracted frequency-dependent features. We apply this approach to investigate the 2009 L’Aquila earthquake. At preparation phase of the L’Aquila earthquake, foreshocks are localized around the main active fault. In contrast, the aftershocks disperse in a more broaden area where the faults have been activated by the mainshock. The extracted features and corresponding clustering results are able to capture and distinguish those patterns of earthquake distribution. In addition, the locations of the seismic sources are encoded in the covariance matrix eigenvectors. Through clustering and migration of eigenvectors, we are able to reveal the spatial and temporal variation of the different seismic sources. The method is here applied to study recent earthquakes in Italy as the L’Aquila 2009, Emilia 2012 and Norcia 2016.

How to cite: Shi, P., Seydoux, L., and Poli, P.: Direct fault states assessment from wavefield properties: application to the 2009 L’Aquila earthquake, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11655, https://doi.org/10.5194/egusphere-egu2020-11655, 2020.

We have investigated the dependence of the Gutenberg-Richter b parameter on the Moho depth h in many areas of the world. We have found that b increases with h. This observation has be interpreted in terms of aftershocks occurrence. Indeed aftershocks are generated by the stress released by the  afterslip occurred i n the ductile zone beneath the brittle one. The depth of the Moho has been, here, used as an indicator of the coupling between the brittle and the ductile zones. As h increases the coupling increases generating more aftershocks. These are characterized by an higher b value leading to our observation.

How to cite: Godano, C.: The b variability with the Moho depth and the link between aftershocks and afterslip, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9205, https://doi.org/10.5194/egusphere-egu2020-9205, 2020.

EGU2020-4676 | Displays | NH4.4

The influence of the brittle-ductile transition zone on aftershock and foreshock occurrence

Giuseppe Petrillo, François Landes, Eugenio Lippiello, and Alberto Rosso

The organization in time, space and energy of aftershocks is characterized by scaling behaviors with exponents which are quite universal. At the same time, deviations from the universal behavior are sometimes observed and they have been proposed as a tool to discriminate aftershock from foreshock occurrence. Here we show that the change in rheological behavior of the crust with increasing depth, from velocity weakening to velocity strengthening, represents a viable mechanism to explain statistical features of both aftershocks and foreshocks. More precisely, we present a model of the seismic fault described as a velocity weakening elastic layer elastically coupled to a velocity strengthening visco-elastic layer. The model has only two parameters: one controls the degree of heterogeneities of the static friction force and the other quantifies the stress transferred between the two layers. We show that the statistical properties of aftershocks in instrumental catalogs are recovered at a quantitative level without any fine-tuning. This robustness provides a justification for the universality of aftershock phenomenological laws and supports our modelling assumptions. We also find that synthetic foreshocks mimic those observed in instrumental catalogs, opening the way for subtle forecasting tools.

How to cite: Petrillo, G., Landes, F., Lippiello, E., and Rosso, A.: The influence of the brittle-ductile transition zone on aftershock and foreshock occurrence, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4676, https://doi.org/10.5194/egusphere-egu2020-4676, 2020.

In this study we present five- and ten-year time-independent forecast of M≥5.0 earthquakes in Italy using only seismicity data, without any tectonic, geologic, or geodetic information. Spatially-varying earthquake occurrence rates are calculated using an adaptive smoothing kernel (Helmstetter et al., 2007) that defines a unique smoothing distance for each earthquake epicenter from the distance to the n-th nearest neighbor, optimized through the Collaboratory for the Study of Earthquake Predictability (CSEP) testing type likelihood methodology (Werner et al.,2007). We modify that adaptive smoothing method to include all earthquakes in the catalog (foreshocks, aftershocks and the events below the completeness magnitude) multiplying each smoothing kernel by a proper scaling factor that varies as function of completeness magnitude and the number of events in each seismic cluster. Our smoothing philosophy relies on the usefulness of all earthquakes, including also those with smaller magnitudes, in forecasting the future seismicity.
The smoothed seismicity Italian model, that provides the forecasted seismicity rates as an expected number of M≥5.0 events per year in each grid cell, 0.1°x0.1°, is constructed by using the complete instrumental catalog, spanning from 1960 to 2019 with a completeness magnitude that decreases with time (from M4.0 to 1.8). Finally, we compare our model with the real observations and with the Italian CSEP experiment models, to check their relative performances, using the official CSEP tests (Taroni et al., 2018). In the present study, the probabilities of occurrence of future large earthquakes in the next 5 and 10 years are calculated based on the assumption that earthquake processes have no memory, i.e., the occurrence of a future earthquake is independent of the occurrence of previous earthquakes from the same source (time-independent model).

How to cite: Taroni, M. and Akinci, A.: Forecasting M≥5.0 earthquakes in Italy using a new adaptive smoothing seismicity approach , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22578, https://doi.org/10.5194/egusphere-egu2020-22578, 2020.

EGU2020-14510 | Displays | NH4.4

Does the seismic cycle slip toward randomness?

Zakaria Ghazoui, Jean-Robert Grasso, Arnaud Watlet, Corentin Caudron, Abror Karimov, Sebastien Bertrand, Yusuke Yokoyama, and Peter van der Beek

Seismology and paleoseismology seem to be two distant sisters when we address earthquake time-interval distributions. One observation stands out; an apparent discrepancy in time-interval models, i.e. periodic to cluster, within similar tectonic context. As a departure point, we will use the Himalayan context where according to instrumental or paleoseismic catalogues, time-interval distributions are presented as Poisson to periodic. We report on a new 6000-year lake-sediment seismic record and perform statistical analyses to show that time intervals between large (M≥6.5) earthquakes are robustly described by a Poisson distribution, while second-order fluctuations imply event clustering. These patterns are calibrated against an instrumental catalogue for the entire Himalaya; we show that both catalogues are inconsistent with periodic models. Throughout this presentation, we will compare the Himalayan results with paleoseismic catalogues from three distinct tectonic settings (Indonesia, New-Zealand and Jordan). Each of them displays a close to Poisson distribution, in consonance with instrumental catalogues results. Our results imply that the occurrence of major seismic events is as uncertain as smaller events on any time scale, increasing drastically previous estimate of the seismic hazard.

How to cite: Ghazoui, Z., Grasso, J.-R., Watlet, A., Caudron, C., Karimov, A., Bertrand, S., Yokoyama, Y., and van der Beek, P.: Does the seismic cycle slip toward randomness?, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-14510, https://doi.org/10.5194/egusphere-egu2020-14510, 2020.

Physics-based models focus on the generation process of individual earthquakes but the strong space-time interaction existing among the events of seismic sequences requires that the seismic activity be studied as a whole through statistics-based models in order to forecast its future trend. Properties such as long-range interactions, power law distributions, fractal geometries are common to all complex systems and are also shared by earthquakes and fault systems. Over recent years, on the one hand many studies have shown the inability of classical statistical mechanics to treat complex systems in exhaustive manner, and, on the other hand, the application of the Tsallis entropy Sq - a generalization of the classical Boltzmann-Gibbs entropy in non-extensive sense – has led to long-tailed power-law distributions typical of complex systems (Vallianatos et al. 2018); it seems hence that the non-extensive statistical physics can offer an appropriate framework of investigation for complex phenomena. In this work we follow this approach giving a detailed statistical treatment of its application to Italian earthquake sequences covering a period of some years; each data set was partitioned in moving time windows.

Given a continuous variable X with probability distribution f(X), by maximizing the Tsallis entropy under appropriate constraints, such as the generalized expectation value and the normalization constant, it turns out that f(X) is a q-exponential distribution. The q entropic index can assume positive values less or larger than 1: in the former case the system is in a super-additive state and f(X) is defined on a finite domain depending on model parameters, in the latter case the system is in a sub-additive state and f(X) is defined on R+. Through a variable transformation required by the fragment-asperity model for earthquake generation, one derives the probability distribution of the magnitude from the two versions of f(X). Following the Bayesian approach we have estimated the parameters by generating random samples from the posterior distributions through the Metropolis-Hasting algorithm; moreover, in each time window, we have evaluated the Tsallis entropy and compared the performance of the two versions of the magnitude distribution in terms of marginal posterior likelihood. The temporal variations of the q-index and of the entropy Sqcan be helpful in identifying in which dynamics regime the system is, and therefore in improving our ability to forecast seismicity evolution. Some of the results achieved partially disagree with those present in the literature (Vallianatos et al. 2018); what seems reasonable is to consider the change of one of these variables, rather than a specific trend, as index of a phase change of the physical system.

References

Vallianatos F., Michas G. and G. Papadakis (2018) Nonextensive statistical seismology: An overview, from: Complexity and Seismic Time Series. Measurement and Application, eds. Chelidze T., Vallianatos F., Telesca L., Elsevier, 25-59

How to cite: Rotondi, R. and Varini, E.: Variations in the temporal evolution of seismicity pointed out by non-extensive statistical physics approach, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10098, https://doi.org/10.5194/egusphere-egu2020-10098, 2020.

We attempt to track and quantify preparation processes leading to large earthquakes using two complementary approaches. (a) Localization of brittle deformation manifested by evolving fractional volume with seismic activity, and (b) Coalescence of earthquakes into clusters. We analyze seismicity catalogs from Southern California (SoCal), Parkfield section of the San Andreas Fault (SAF), and region around the 1999 Izmit and Duzce earthquakes in Turkey.

Localization of deformation is estimated using the Receiver Operating Characteristic (ROC) approach. Specifically, we consider temporal evolution of the fractional volume 0 ≤ V(q) ≤ 1 occupied by the fraction 0 ≤ q ≤ 1 of active voxels with mainshocks. We also consider the localization of the spatial intensity of mainshocks within a sliding time window with respect to the time-averaged distribution, quantified by Gini coefficient G. The significance of the results is assessed using reshuffled catalogs. Analysis within the rupture zones of large earthquakes indicate decrease of V(q) and increase of G (increased localization) prior to the Landers (1992, M7.3), El Mayor-Cucapah (2010, M7.2), Ridgecrest (2019, M7.1), and Duzce (1999, M7.2) mainshocks. We also observe ongoing damage production by the background seismicity around these rupture zones several years before their occurrences. In contrast, we observe increase of V(q) and decrease of G prior to the Parkfield (2004, M6.0) mainshock in the creeping section of the SAF. Next, we examine the quasi-linear region in the Eastern part of Southern California around the Imperial fault, Brawley seismic zone, southern SAF and Eastern California Shear Zone. We document four cycles of background localization, measures by V(q) and G, well aligned in time with the largest events in the region: Landers, Hector Mine, El Mayor-Cucapah, and Ridgecrest. The coalescence process is represented by a time-oriented graph that connects each earthquake in the examined catalog to all earlier earthquakes at the earthquake nearest-neighbor proximity below a specified threshold. We examine the size of the clusters that correspond to low thresholds, and hence represent active clustering episodes. We document increase of the average cluster size prior to the Landers, El Mayor-Cucapah, Ridgecrest and Duzce mainshocks, and decrease of the average cluster size prior to the Parkfield mainshock.

The results of our complementary localization and coalescent analyses consistently indicate progressive localization of damage prior to the largest earthquakes on non-creeping faults and de-localization on the creeping Parkfield section of SAF. These findings are consistent with analysis of acoustic emission data. The study is a step towards developing methodology for analyzing the dynamics of seismicity in relation to preparation processes of large earthquakes, which is robust to spatio-temporal fluctuations associated with aftershock sequences, data incompleteness and common catalog errors.

How to cite: Zaliapin, I. and Ben-Zion, Y.: Quantifying preparation process of large earthquakes: Damage localization and coalescent dynamics, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12056, https://doi.org/10.5194/egusphere-egu2020-12056, 2020.

EGU2020-11661 | Displays | NH4.4

A detailed study of the initiation process of a small (Mw4.4) normal fault earthquake in the middle lower crust

Hugo Sanchez-Reyes, David Essing, Eric Beauce, and Piero Poli

Our knowledge about the physics behind the initiation process of large or small earthquakes remains limited. The current understanding of this process suggests that an earthquake occurs when increasing stress causes a pre-existing fault to fail suddenly (e.g. Dieterich 1992). Models such as the pre-slip instability growth or the triggered cascade of events have been proposed in order to theoretically explain this preparation stage (Dodge and Beroza, 1996; Ellsworth and Bullut, 2018; Bouchon et al., 2011). However, the mechanisms behind this process are still unknown. This debate is mainly due to the lack of direct observations of the subsurface shear stress evolution at the area of interest before and after an earthquake.

Considering that the shear stress evolves through time until the moment of failure, indirect observations of this change might be available but hidden inside the continuous seismic data. In this work, we analyze in detail the evolution of the seismic activity of a small (Mw 4.4) normal fault earthquake which occurred in Central Italy on 7th November 2019 at the middle lower crust (16 km depth). We first analyze the available continuous data using the Fast Matched Filter (Beauc\'e et al., 2017). Then, every new detected event is spatially localized with respect to the other events through the Double Difference algorithm (DD). As a result, we obtain the spatio-temporal evolution of the foreshock and aftershock sequences of that event.

The results from this analysis shed light on the patterns that the shear-stress spatio-temporal evolution follows before and after a given event. Therefore, we expect that this study will contribute to improve our understanding of the physics behind the earthquake initiation process.

How to cite: Sanchez-Reyes, H., Essing, D., Beauce, E., and Poli, P.: A detailed study of the initiation process of a small (Mw4.4) normal fault earthquake in the middle lower crust, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11661, https://doi.org/10.5194/egusphere-egu2020-11661, 2020.

EGU2020-3535 | Displays | NH4.4

Stress State and Fault Strength Variation along Xiaojiang Fault Zone Revealed by Seismicity

Yijian Zhou, Shiyong Zhou, Hao Zhang, Yu Hou, Weilai Pei, Longtan Wang, and Naidan Yun

Xiaojiang Fault (XJF) lies at the southeastern edge of the rhombic Sichuan-Yunnan block, and has an extent for over 400km from Qiaojia to Shanhua district. The Sichuan-Yunnan block experiences clockwise rotation and southwestward escaping from the Tibetan Plateau, producing complex fault geometry and seismicity pattern. The strong variation along fault segments provides a special opportunity to study the relationship between fault zone properties and seismicity pattern. However, the fine structure of XJF remains unknown due to the sparse observational stations.

Seismic data has its unique advantage of resolving fault zone properties at depth. We deployed 48 broad-band seismometers along XJF in order to capture detailed seismicity patterns. Our seismic network covers the northern and middle part of XJF, with an average aperture of 20km; the continuous observation from 2015 to 2019 guarantees enough data volume. We detected about 12,000 earthquakes by STA/LTA phase picking and association, and augmented the detection to over 50,000 events with template matching. The relocated catalog has lateral and vertical resolution of 500m and 1km, respectively; the magnitude of completeness (Mc) reaches ML0.3

This high-resolution catalog depicts detailed 3D fault geometry. The seismicity shows clustered lateral distribution, with the clusters’ depth extension ranging from 20km at northern to 35km at southern segments. Unmapped orthogonal faults on northern XJF are illuminated by seismicity, which matches orthogonal topography characteristics. Repeating events are detected from 8 seismicity clusters, under a threshold of 5 repeating families, indicating a creeping slip mode, while the separated low-seismicity segments exhibit a high locking rate. Taking advantage of the high detectability, we got reliable b-value estimation for different segments of XJF. The low-b regions correlate well with the margins of locking patches, which points to a high stress concentration. Velocity structure extracted from ambient noise and fault zone head wave present similar spatial variation, which further proved the seismicity pattern. The high heterogeneous characteristics of XJF may produce stress barriers, preventing future earthquake rupture from propagating to a large scale. 

How to cite: Zhou, Y., Zhou, S., Zhang, H., Hou, Y., Pei, W., Wang, L., and Yun, N.: Stress State and Fault Strength Variation along Xiaojiang Fault Zone Revealed by Seismicity, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3535, https://doi.org/10.5194/egusphere-egu2020-3535, 2020.

EGU2020-5009 | Displays | NH4.4

4D imaging of the seismic energy release before the 2011 El Hierro eruption (Canary Islands)

Rubén García-Hernández, Luca D'Auria, José Barrancos, and Germán D. Padilla

The estimation of the spatial and temporal variations of the b-value of the Gutenberg-Richter law is of great importance in different seismological applications. However, its estimate is strongly dependent upon the selected spatial and/or temporal scale due to the heterogeneous distribution of the seismicity. This is especially relevant in volcanic and geothermal areas where dense clusters of earthquakes often overlap to the background seismicity.

For this reason, we propose a novel multiscale approach allowing a consistent estimation of the b-value regardless of the considered spatial and/or temporal scales. Our method, named MUST-B (MUltiscale Spatial and Temporal estimation of the B-value), basically consists in computing estimates of the b-value at multiple temporal and spatial scales, extracting for a given spatio-temporal point a statistical estimator of its value, as well as an indication of the characteristic spatio-temporal scale. This approach includes also a consistent estimation of the completeness magnitude (Mc) and of the uncertainties over both b and Mc, as well as, estimates of the seismic energy release rates.

We applied this method to the seismic datasets of El Hierro submarine eruption, started on October 2011 and linked to a precursor seismic unrest episode that initiated on July 2011. The seismicity showed a very complex spatial distribution, which also changed over time, showing a migration from the north of the island to the south. Results show that the high resolution 4D mapping is of great importance to understand the distribution of the seismic energy release in volcanic islands, which is possibly correlated to a variable geothermal fluid flow paths and/or magmatic sources. What is also remarkable is that even in highly heterogeneous catalogues, as for the 2011 El Hierro dataset, the MUST-B method could provide reliable estimates.

How to cite: García-Hernández, R., D'Auria, L., Barrancos, J., and Padilla, G. D.: 4D imaging of the seismic energy release before the 2011 El Hierro eruption (Canary Islands), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5009, https://doi.org/10.5194/egusphere-egu2020-5009, 2020.

EGU2020-4051 | Displays | NH4.4

Seismic rate change as a tool to investigate remote triggering of the 2010-2011 Canterbury earthquake sequence, New Zealand

Yifan Yin, Stefan Wiemer, Edi Kissling, Federica Lanza, and Bill Fry

Crustal earthquakes in low deform rate regions are rare in the human life span but bear heavy losses when occurring. Limited observations also hinter robust earthquake forecasts. In this study, we use a high-resolution catalog to investigate the triggering of the 2010-2011 Canterbury earthquake sequence, New Zealand. The seismic sequence occurred in the North Canterbury Plains, a low-stress, low-seismicity region relatively close to active plate boundaries where large earthquakes are frequent, such as the 2009 MW 7.8 Dusky Sound Earthquake. To map the post-seismic stress transfers of remote large events acting in the region, we calculate the temporal and spatial seismic rate changes in the crust from 2005 to the 2010 Mw 7.1 Darfield Earthquake, the first mainshock of the Canterbury sequence. We use template matching analysis to obtain a new high-resolution seismic catalog that includes events previously undetected by routine network monitoring. Detection quality is further established through the usage of a Support Vector Machine classifier. Using the new catalog, we observe a seismic quiescence on the North Canterbury Plain between Dusky Sound Earthquake and the Darfield Earthquake. The quiescence is accompanied by a reduced rate in micro-seismicity, suggesting a lowered b-value in the region primed for the Canterbury sequence. The lack of proof of dynamic or static triggering suggests that complex fault interactions lead to the onset of the Darfield Earthquake.

How to cite: Yin, Y., Wiemer, S., Kissling, E., Lanza, F., and Fry, B.: Seismic rate change as a tool to investigate remote triggering of the 2010-2011 Canterbury earthquake sequence, New Zealand, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4051, https://doi.org/10.5194/egusphere-egu2020-4051, 2020.

EGU2020-10773 | Displays | NH4.4

Statistical Behaviour of Time Occurrences and Magnitude of Aftershock Sequences

Rosastella Daminelli and Alberto Marcellini

The negative exponential distribution of the magnitude (that is the well-known Gutenberg-Richter relation) and the negative exponential distribution of interarrival times constitute the backbone of the seismic hazard analysis.

Our goal is to check if these two distributions could be considered an acceptable model also for aftershock sequences.

We analysed several aftershock sequences, with mainshocks ranging from M=5.45  to M=7.3; six sequences of Californian earthquakes selected from the SCEC database and an Italian sequence, selected from INGV-CNT Catalog.

The results show that the G-R relation fits remarkably the data, with a β value ranging from -1.8  to -2.4. The temporal behaviour shows an acceptable fit to the negative exponential distribution:  all the sequences exhibit a good fit for Δt>2.5 hours, on the contrary for Δt<2.5 hours Weibull distribution is more suitable.

How to cite: Daminelli, R. and Marcellini, A.: Statistical Behaviour of Time Occurrences and Magnitude of Aftershock Sequences, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10773, https://doi.org/10.5194/egusphere-egu2020-10773, 2020.

EGU2020-13309 | Displays | NH4.4

The global statistical distribution of time intervals between consecutive earthquakes

Álvaro González, Isabel Serra, and Álvaro Corral

Earthquakes cluster in time in a tighter way than in a Poisson process, in which events would be independent from each other and from when each one occurred. This tight clustering should be considered for forecasting the probability of ocurrence of earthquakes in a time period.

Nevertheless, the standard analysis of temporal earthquake occurrence usually proceeds by “declustering” the earthquake time series, trying to identify aftershocks or other triggered events and then pruning them from the sample, leaving only the supposedly independent events. This procedure attempts to artificially make the process Poissonian-like (so that the probability of the next earthquake is forced to be constant in time).

Since there is not a unique way of identifying triggered earthquakes, this removal is subjective to some degree (it involves lack of knowledge about the process, that is, epistemic uncertainty). Such a method also reduces the sample itself, reducing the power of any statistical inference made with it (in other words, with fewer events it is more difficult to distinguish which model best fits the data).

An example of this issue is the debate on whether the recent surge of great earthquakes (magnitude 8 or larger) since 2004 is random or not. If they were Poissonian, the distribution of time intervals between them should be exponential. The answer may depend on whether triggered events are artificially removed from the sample or not.

In this research, we explore in a comprehensive way the statistical distribution of time intervals between consecutive earthquakes worldwide. We use a complete earthquake catalogue, and do not attempt to separate triggered from independent events.

We consider different magnitude thresholds, and for each of them test which statistical distribution (such as Weibull, gamma or exponential) best fits the data. This enables us to quantitatively assess whether there is a universal distribution or, on the contrary, if it depends on the magnitude range considered. Also, we test whether Poissonian occurrence can be rejected for the whole series of the largest earthquakes.

Finally, we show how this distribution, calibrated for each magnitude range, can be used for calculating probabilities of earthquake occurrence in a time period of interest, in a more realistic way than typically achieved.

How to cite: González, Á., Serra, I., and Corral, Á.: The global statistical distribution of time intervals between consecutive earthquakes, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13309, https://doi.org/10.5194/egusphere-egu2020-13309, 2020.

Boltzmann-Gibbs (BG) statistical physics is one of the cornerstones of contemporary physics. It establishes a remarkably useful bridge between the mechanical microscopic laws and macroscopic description using classical thermodynamics. If long-range interactions, non-markovian microscopic memory, multifractal boundary conditions and multifractal structures are present then another type of statistical mechanics, than BG, seems appropriate to describe nature (Tsallis, 2001).

To overcome at least some of these anomalies that seem to violate BG statistical mechanics, non-extensive statistical physics (NESP) was proposed by Tsallis  (Tsallis, 1988) that recovers the extensive BG as a particular case. The associated generalized entropic form controlled by the entropic index  q that represents a measure of non-additivity of a system. Sq recovers SBG in the limit q→1. For a variable X with a probability distribution p(X), as that of seismic moment , inter-event times  or distances between the successive earthquakes or the length of faults in a given region, using terms of NESP, we obtain the physical probability which expressed by a q-exponential function as defined in Tsallis, (2009).  Another type of distributions that are deeply connected to statistical physics is that of the squared variable X2. In BG statistical physics, the distribution of X2 corresponds to the well-known Gaussian distribution. If we optimize Sq for X2, we obtain a generalization of the normal Gaussian that is known as q-Gaussian distribution (Tsallis, 2009). In the limit q→1, the normal Gaussian distribution, recovered. For q> 1, the q-Gaussian distribution has power-law tails with slope -2/(q-1), thus enhancing the probability of the extreme values.

In the present work we review a collection of Earth physics problems such as a) NESP pathways in earthquake size distribution, b) The effect of mega-earthquakes, c) Spatiotemporal description of Seismicity, d) the plate tectonics as a case of non-extensive thermodynamics e) laboratory seismology and fracture, f) the non-extensive nature of earth’s ambient noise, and g) evidence of non-extensivity in eartquakes’ coda wave. The aforementioned cases cover the most of the problems in Earth Physics indicated that non extensive statistical physics could be the underline interpretation tool to understand earth's evolution and dynamics.

We can state that the study of the non-extensive statistical physics of earth dynamics remains wide-open with many significant discoveries to be made. The results of the analysis in the cases described previously indicate that the ideas of NESP can be used to express the non-linear dynamics that control the evolution of the earth dynamics at different scales. The key scientific challenge is to understand in a unified way, using NESP principles, the physical mechanisms that drive the evolution of fractures ensembles in laboratory and global scale and how we can use measures of evolution that will forecast the extreme fracture event rigorously and with consistency.

 Acknowledgments. We acknowledge support 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 & European Union (ERDF).

 

How to cite: Vallianatos, F.: A non-extensive statistical physics view in Earth Physics: Geodynamic properties in terms of Complexity theory ., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3749, https://doi.org/10.5194/egusphere-egu2020-3749, 2020.

EGU2020-22588 | Displays | NH4.4

Geosystemics View of Earthquakes

Gianfranco Cianchini and the SAFE Team

Earthquakes, the most energetic phenomena in the lithosphere, often cause danger and casualties: thus, their study and comprehension are greatly worth doing because of the obvious importance for society. Geosystemics intends to offer a way to study the Earth system by viewing it as a whole, looking at the possible couplings among the different geo-layers, i.e., from the earth’s interior up to the ionosphere through the atmosphere. It uses specific universal tools to integrate different methods that can be applied to multi-parameter data, often taken on different platforms (e.g., ground, marine or satellite observations). Its main aim is to understand the particular phenomenon of interest from a holistic point of view. Central is the use of entropy, together with other physical quantities that are introduced case by case. In this paper, we will deal with earthquakes, as final part of a long-term chain of processes involving, not only the interaction between different components of the Earth’s interior but also the coupling of the solid earth with the above neutral or ionized atmosphere, and finally culminating with the main rupture along the fault of concern. Particular emphasis will be given to some Italian seismic sequences.

How to cite: Cianchini, G. and the SAFE Team: Geosystemics View of Earthquakes, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22588, https://doi.org/10.5194/egusphere-egu2020-22588, 2020.

EGU2020-720 | Displays | NH4.4

Earthquake preferred days in the Lake Baikal and Yunnan-Sichuan Regions

Vladimir Kossobokov, Polina Schepalina, and Anastasia Nekrasova

Understanding the cyclic and other forces governing geodynamics may provide fundamental clues for unraveling characteristics of earthquakes occurrence, which remains spectacular evidence induced by plate tectonics fueled by tidal drag and associated global cooling of the Earth (Riguzzi et al., 2010; Doglioni and Panza, 2015).

To check the hypotheses of earthquake-preferred days the nonparametric Kuiper test statistics for cyclic variations applied to the seismic evidence resulting from the empirical distributions of the earthquake origin time versus solar (Julian Day, JD) or lunar (Moon Phase, MP) cycles. We present the results of the Kuiper test application to seismicity of the Lake Baikal and Yúnnán-Sichuan Regions aimed at verification on a solid statistical base the hypotheses of uniform distribution of earthquake origin time JD’s and MP’s in respect to the earthquake magnitude cut-off.

How to cite: Kossobokov, V., Schepalina, P., and Nekrasova, A.: Earthquake preferred days in the Lake Baikal and Yunnan-Sichuan Regions, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-720, https://doi.org/10.5194/egusphere-egu2020-720, 2020.

EGU2020-4788 | Displays | NH4.4

A study of earthquake clustering in central Ionian Islands through a Markovian Arrival Process

Polyzois Bountzis, Tasos Kostoglou, Vasilios Karakostas, and Eleftheria Papadimitriou

Earthquake clustering investigation reveals characteristics of the earthquake dynamics, like the evolution of main shock-aftershock sequences and swarms. For such investigation we applied a method based on a bivariate stochastic point process, the Markovian arrival process (MAP) [Neuts, 1979], (Nt,Jt)t∈ℜ+, whose intensity function, λt, is modulated by a latent Markov process, Jt. Each hidden state corresponds to a distinct seismicity rate of the counting process, Nt, enabling the modeling of the fluctuations between triggered and background seismicity, as well as clustering evolution. We assume that the physical mechanisms governing earthquake clustering are unknown and the prevailing parameter to separate the background seismicity from seismic excitations is the seismicity rate. The consistency of the identified clusters is evaluated on the seismicity of the area of central Ionian, comprising Lefkada and Kefalonia Islands. This is an active boundary characterized by remarkably high seismic activity, with frequent strong mainshocks (M≥6.0) and a dense monitoring network. The method is applied on a recent highly accurate relocated earthquake catalog with a low completeness magnitude as well as to an earthquake catalog of longer time duration, from 2008 to 2017, including well studied and very productive aftershock sequences.

Acknowledgments

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 “Kinematic properties, active deformation and stochastic modelling of seismogenesis at the Kefalonia - Lefkada transform zone” (MIS-5047845).

How to cite: Bountzis, P., Kostoglou, T., Karakostas, V., and Papadimitriou, E.: A study of earthquake clustering in central Ionian Islands through a Markovian Arrival Process, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4788, https://doi.org/10.5194/egusphere-egu2020-4788, 2020.

EGU2020-8184 | Displays | NH4.4

How strong will be the following earthquake?

Stefania Gentili and Rita Di Giovambattista

In this study, we have applied to northeastern Italy and western Slovenia medium-low seismicity an algorithm for strong aftershock forecasting we originally developed for medium-high seismicity in Italy (Gentili and Di Giovambattista, 2017). The method, called NESTORE (Next STrOng Related Earthquake), analyzes the seismicity after medium and strong earthquakes, in order to forecast if a subsequent large earthquake (SLE) will follow. A SLE following a main shock can cause significant damages to already weakened buildings and infrastructures, therefore a timely advisory information to the civil protection is of great interest for effective decision-making. We performed the analysis on different time-spans after the mainshock, in order to simulate the increase of information available as time passes during the seismic clusters. NESTORE subdivides the clusters of seismicity into two classes: “A” if the difference in magnitude between the mainshock and the strongest aftershock is lower than 1, and B otherwise. Several statistical features based on time-space and energy evolution of seismicity are analyzed separately and, if they are sufficiently informative for SLE forecasting, they are used for independent decision trees training. The results are merged together by a Bayesian approach, obtaining a time-dependent probability Prob(A) to have an A cluster, i.e. to have at least one SLE. This study is possible thanks to the OGS bulletins, an accurate local catalogue, characterized by low completeness magnitude, compiled by the National Institute of Oceanography and Experimental Geophysics. We tested the method on 1976 highly destructive Friuli cluster (mainshock magnitude 6.5 — the strongest in the last 80 years in the region) and on two small clusters of seismicity in NE Italy in 2019, obtaining encouraging results: 6 hours after the mainshock, for two A clusters NESTORE supplies Prob(A)=98% while for the B one Prob(A)=2%.

How to cite: Gentili, S. and Di Giovambattista, R.: How strong will be the following earthquake?, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8184, https://doi.org/10.5194/egusphere-egu2020-8184, 2020.

EGU2020-22596 | Displays | NH4.4

Spatio-temporal variations of source parameters in the nucleation zone of the 6 April 2009, Mw 6.1 L'Aquila Earthquake

Rita Di Giovambattista, Giovanna Calderoni, and Antonio Rovelli

We present the results of Brune stress drop (∆σ) and apparent stress (τa) variability of  earthquakes located in a small zone adjacent to the hypocenter of the damaging Mw 6.1 L'Aquila earthquake. Their magnitude ranges between  2.7 and 4.1. Interevent variability of stress drop and apparent stress results in a factor of 10, well beyond the individual‐event uncertainty. Radiation efficiency ηsw = τa/∆σ varies mostly between 0.1 and 0.2, but decreases in the days immediately before and after the main shock to values as low as 0.06. This may be related to the migration of the events occurring in those days into a focal volume with higher dynamic strength. The temporal change of ηsw might be interpreted as a spatial variation due to the earthquake migration into the locked portion of the fault originating the main shock. Furthermore, no variation in stress drop and apparent stress can be observed between foreshocks and aftershocks but the smallest and largest ∆σ result in a good correlation with the largest and smallest b‐values respectively, as already documented in literature in the rupture nucleation volume of large earthquakes.

How to cite: Di Giovambattista, R., Calderoni, G., and Rovelli, A.: Spatio-temporal variations of source parameters in the nucleation zone of the 6 April 2009, Mw 6.1 L'Aquila Earthquake, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22596, https://doi.org/10.5194/egusphere-egu2020-22596, 2020.

EGU2020-4948 | Displays | NH4.4

Topological properties of aftershock clusters in a viscoelastic model of quasi-brittle failure

Jordi Baro, Joern Davidsen, and Álvaro Corral

Material failure at different scales and processes can be modeled as an emergent feature in terms of avalanche dynamics in micromechanical systems. 
Event-event triggering -or aftershocks- is common in seismological catalogs and acoustic emission experiments [1] among other phenomena.
Stochastic branching and linear Hawkes processes are used to model the statistical properties of catalogs.  In the micromechanical approach, viscoelastic stress transfer and after-slip are among the proposed mechanism of aftershocks. Here we ask this simple question: 'Do aftershock sequences in micromechanical models agree with such epidemic branching paradigm?'


We introduce two fibrous models as prototypes of viscoelastic fracture [2] which (i) provides an analytical explanation to the acceleration of activity in absence of critical failure observed in acoustic emission experiments [3]; (ii) reproduce the typical spatio-temporal properties of triggering found in field catalogs, acoustic emission experiments; but (iii) display discrepancies with the branching topological properties predicted by stochastic models [4], probably due to physical constrains.

[1] J. Baró et al., Phys. Rev. Lett. 110 (8), 088702 (2013).
[2] J. Baró, J. Davidsen, Phys. Rev. E  97 (3), 033002 (2018).
[3] J. Baró, et al., Phys. Rev. Lett. 120 (24), 245501 (2018).
[4] S. Saichev, et al., Pure and App. Geoph. 162 (6), 1113-1134 (2005).

How to cite: Baro, J., Davidsen, J., and Corral, Á.: Topological properties of aftershock clusters in a viscoelastic model of quasi-brittle failure, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4948, https://doi.org/10.5194/egusphere-egu2020-4948, 2020.

EGU2020-15193 | Displays | NH4.4

Quantization of large earthquakes driven by asperities strain concentration patterns

Markos Avlonitis, Dimitrios Kotinas, and Eleftheria Papadimitriou

The role of asperities in fault evolution has been received continuously increasing attention as critical areas where nucleation and cascade like failure may take place. They consist patches where the contact takes place across the fault rough surfaces, accumulating elastic strain during the interseismic period. More than one asperity rupture result to strong and large earthquakes, a phenomenon mostly characterizing large subduction earthquakes. Identification of the factors controlling single or multiple asperities failure and their spatiotemporal behaviour is a key issue in seismic hazard assessment. It is the aim of the present work to explore the role of different spatial patters of asperities as well as their different strength characteristics by means of simulation experiments via cellular automata models.  Initial results show that the earthquake distribution clearly depends on a) the total real contact area of asperities, b) the relative distance between asperity patches and c) the fraction of strain that asperities may sustain in comparison to the corresponding value of the non–asperity sites. Τhere is a definite range of the aforementioned controling parameters, which result to a non–typical earthquake magnitude distribution and where a clear departure from the classical power law–like Gutenberg – Richter relation is depicted. More specifically, for one (more than one well separated) asperity (–ies) with significant fraction of strain unlocking thresholds a non–typical earthquake size distribution emerges where for low magnitude earthquakes a power law still holds, but for higher earthquake sizes, a quantum like behaviour emerges, i.e. there is one (more than one) certain earthquake sizes that are more probable to occur. This manifests a characteristic earthquake model, which although not adequately supported by observational data, is present in several applications of simulator models.

 

Keywords:
asperities, large earthquake quantification, characteristic model, cellular automata

Acknowledgements
«Telemachus – Innovative Seismic Risk Management Operational System of the Ionian Islands» which is part of the Operational Program «Ionian Islands 2014-2020» and is co-financed by the European Regional Development Fund (ERDF) (National Strategic Reference Framework - NSRF 2014-20).

How to cite: Avlonitis, M., Kotinas, D., and Papadimitriou, E.: Quantization of large earthquakes driven by asperities strain concentration patterns, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-15193, https://doi.org/10.5194/egusphere-egu2020-15193, 2020.

NH4.5 – Short-term Earthquakes Forecast (StEF) and multi-parametric time-Dependent Assessment of Seismic Hazard (t-DASH)

EGU2020-7482 | Displays | NH4.5

Statistical significance of the precursory minima of the order parameter fluctuations of seismicity by modern methods of Statistical Physics

Panayiotis A. Varotsos, Nicholas V. Sarlis, Efthimios S. Skordas, and Stavros-Richard G. Christopoulos

An order parameter for seismicity was introduced in the frame of natural time analysis [1].  Recent studies of the fluctuations of this order parameter revealed the existence of minima preceding major earthquakes [2-7]. Here, we review the statistical significance of these minima by using recent methods of Statistical Physics, such as receiver operating characteristics [8] and event coincidence analysis [9,10]. These methods are also applied to the investigation [11] of the statistical significance of Seismic Electric Signals [12].

References

  1. Varotsos, P.A.; Sarlis, N.V.; Skordas, E.S. Natural Time Analysis: The new view of time. Precursory Seismic Electric Signals, Earthquakes and other Complex Time-Series; Springer-Verlag: Berlin Heidelberg, 2011.
  2. Sarlis, N.V.; Skordas, E.S.; Varotsos, P.A.; Nagao, T.; Kamogawa, M.; Tanaka, H.; Uyeda, S. Minimum of the order parameter fluctuations of seismicity before major earthquakes in Japan, Proc. Natl. Acad. Sci. USA 110 (2013) 13734–13738, dx.doi.org/10.1073/pnas.1312740110.
  3. Varotsos, P.A.; Sarlis, N.V.; Skordas, E.S. Study of the temporal correlations in the magnitude time series before major earthquakes in Japan. J. Geophys. Res.: Space Physics 119 (2014) 9192–9206, dx.doi.org/10.1002/2014JA020580.
  4. Sarlis, N.V.; Christopoulos, S.R.G.; Skordas, E.S. Minima of the fluctuations of the order parameter of global seismicity. Chaos 25 (2015) 063110, dx.doi.org/10.1063/1.4922300.
  5. Sarlis, N.V.; Skordas, E.S.; Christopoulos, S.-R.G.; Varotsos, P.A. Statistical significance of minimum of the order parameter fluctuations of seismicity before major earthquakes in Japan, Pure Appl. Geophys. 173 (2016) 165–172, dx.doi.org/10.1007/s00024-014-0930-8.
  6. Sarlis, N.V.; Skordas, E.S.; Mintzelas, A.; Papadopoulou, K.A. Micro-scale, mid-scale, and macro-scale in global seismicity identified by empirical mode decomposition and their multifractal characteristics. Scientific Reports 8 (2018) 9206, dx.doi.org/10.1038/s41598-018-27567-y.
  7. Mintzelas, A.; Sarlis, N. Minima of the fluctuations of the order parameter of seismicity and earthquake networks based on similar activity patterns. Physica A 527 (2019) 121293, dx.doi.org/10.1016/j.physa.2019.121293.
  8. Fawcett, T., An introduction to ROC analysis, Pattern Recognit. Lett. 27 (2006) 861–874, dx.doi.org/10.1016/j.patrec.2005.10.010.
  9. Donges, J.; Schleussner, C.F.; Siegmund, J.; Donner, R. Event coincidence analysis for quantifying statistical interrelationships between event time series. The European Physical Journal Special Topics 225 (2016) 471–487, dx.doi.org/10.1140/epjst/e2015-50233-y.
  10. Siegmund, J.F.; Siegmund, N.; Donner, R.V. CoinCalc - A new R package for quantifying simultaneities of event series. Computers & Geosciences 98 (2017) 64-72, dx.doi.org/10.1016/j.cageo.2016.10.004.
  11. Sarlis, N.V. Statistical Significance of Earth’s Electric and Magnetic Field Variations Preceding Earthquakes in Greece and Japan Revisited. Entropy 20 (2018) 561, dx.doi.org/10.3390/e20080561.
  12. Varotsos, P.; Lazaridou, M. Latest aspects of earthquake prediction in Greece based on seismic electric signals, Tectonophysics 188 (1991) 321–347, dx.doi.org/10.1016/0040-1951(91)90462-2.

How to cite: Varotsos, P. A., Sarlis, N. V., Skordas, E. S., and Christopoulos, S.-R. G.: Statistical significance of the precursory minima of the order parameter fluctuations of seismicity by modern methods of Statistical Physics, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7482, https://doi.org/10.5194/egusphere-egu2020-7482, 2020.

EGU2020-9197 | Displays | NH4.5

On the characterization of VLF radio signal propagation in atmosphere in quite solar conditions

Giovanni Nico, Aleksandra Nina, Anita Ermini, and Pierfrancesco Biagi

In this work we use Very Low Frequency (VLF) radio signals, having a frequency in the bands 20-80 kHz, to study the VLF signal propagation in the atmosphere quite undisturbed conditions by selecting the signals recorded during night. As a good approximation, we can model the propagation of VLF radio signals as characterized by a ground-wave and a sky-wave propagation mode. The first one generates a radio signal that propagates in the channel ground-troposphere, while the second one generates a signal which propagates using the lower ionosphere as a reflector. The VLF receivers of the INFREP (European Network of Electromagnetic Radiation) network are used. These receivers have been installed since 2009 mainly in southern and central Europe and currently the INFREP network consists of 9 receivers. A 1-minute sampling interval is used to record the amplitude of VLF signals. Long time-series of VLF signals propagating during night are extracted from recorded signals to study possible seasonal effects due to temporal variations in the physical properties of troposphere. A graph theory approach is used to investigate the spatial correlation of the aforementioned effects at different receivers. A multivariate analysis is also applied to identify common temporal changes observed at VLF receivers.

This work was supported by the Ministero dell'Istruzione, dell'Università e della Ricerca (MIUR), Italy, under the project OT4CLIMA. This research is supported by the Ministry of Education, Science and Technological Development of the Republic of Serbia, under the projects 176002 and III44002.

How to cite: Nico, G., Nina, A., Ermini, A., and Biagi, P.: On the characterization of VLF radio signal propagation in atmosphere in quite solar conditions, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9197, https://doi.org/10.5194/egusphere-egu2020-9197, 2020.

EGU2020-9259 | Displays | NH4.5

Seismogenic structures in western Yunnan revealed by three-dimensional magnetotelluric imaging

Qinghua Huang, Tao Ye, and Xiaobin Chen

Influenced by the extrusion of Tibetan blocks and Indo-Burmese collision, the region in western Yunnan is associated with active seismicity and Quaternary volcanoes. Based on broadband magnetotelluric data collected in western Yunnan, we obtain a three-dimensional crustal electrical resistivity model after various data processing and three-dimensional inversion test. The above resistivity model reveals the seismogenic structures of the moderate and strong earthquakes in this tectonic region. We investigate the possible relationship between the seismicity and the electrical structure in western Yunnan region. The results indicate that earthquakes in this region tend to occur in the transition zone between the resistive and conductive structures. Our results also show that one resistive body imaged at the mid-lower crust may have blocked the previously proposed crustal channel flow along this intra-continental block boundary to the east of Tibetan Plateau. Our resistivity model suggests a bifurcation of the crustal flow in western Yunnan. This bifurcated crustal flow structure may play an important dynamical role in the seismogenesis of the earthquakes in western Yunnan.

How to cite: Huang, Q., Ye, T., and Chen, X.: Seismogenic structures in western Yunnan revealed by three-dimensional magnetotelluric imaging, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9259, https://doi.org/10.5194/egusphere-egu2020-9259, 2020.

EGU2020-13120 | Displays | NH4.5

Short-term precursors of the M=5.5-7.2 earthquakes in South California revealed from the simulated stress-strain state patterns

Mikhail Gokhberg, Valery Bondur, Igor Garagash, and Dmitry Alekseev

Since 2009, the stress-strain state of the earth’s crust in South California region is being tracked utilizing the geomechanical model accounting for all the current seismicity. Every new earthquake is treated as a new defect in the Earth's crust, causing the stress-strain state redistribution. Through the continuous stress-strain state update, we found that all the significant earthquakes in the area, including those with M ~ 7 in 2010 and 2019, had been preceded by the anomalies in the strength parameter

How to cite: Gokhberg, M., Bondur, V., Garagash, I., and Alekseev, D.: Short-term precursors of the M=5.5-7.2 earthquakes in South California revealed from the simulated stress-strain state patterns, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13120, https://doi.org/10.5194/egusphere-egu2020-13120, 2020.

A catastrophic earthquake of magnitude Mw6.4 generated at 10km depth hit coastal zone of Albania on November 26-th 2019, at 2h54min UTC. The earthquake was intensively felt at about 34km far, in Tirana City, where a lot of damages have occurred. Consequently, in order to identify the anomalous geomagnetic signature before the onset of this earthquake, we retrospectively analyzed the data collected on the interval October 15–November 30, 2019 at the two geomagnetic observatories: Panagjurishte (PAG)-Bulgaria and Surlari (SUA)-Romania, the last one taken as reference. The pre-seismic geomagnetic anomalous signal is postulated to be due to the electrical conductivity changes, most probably associated with the earthquake-induced tectonic stress, followed by rupture and electrochemical processes deployed along the Adria plate subduction zone. To identify a pre-seismic geomagnetic signal related to this earthquake we used: (i) polarization parameter BPOL which should be time invariant in non-seismic condition and it becomes unstable before the onset a seismic event; (ii) Strain effect-related to the anomalous geomagnetic signals identification. Thus, the daily mean distributions of the BPOL and its standard deviations (SD) are performed for the both observation site (PAG and SUA) by using the FFT band-pass filter analysis in the ULF range (0.001Hz - 0.0083Hz). Further on, a statistical analysis based on a standardized random variable equation was applied for the two particular cases: a) the assessment of the singularity for anomalous signal, related to the Mw6.4earthquake, observed on the daily mean distributions of the BPOL*(PAG) and BPOL*(SUA); b) the differentiation of the transient local anomalies associated with Mw6.4earthquake from the internal and external parts of the geomagnetic field, taking Geomagnetic Observatory (SUA) as reference, and the result is presented as daily mean distribution of the BPOL*(PAG-SUA). Finally, on the BPOL*(PAG-SUA) time series, carried out on the interval 1-30 November 2019, a very clear anomaly of maximum greater than 2.5 SD was detected on November 22, what means a lead time of 4 days before the onset of Mw6.4earthquake. In consequence, all mentioned results could offer opportunities to develop new tools for early detection of geomagnetic anomalies related to major seismic events. 

How to cite: Stanica, D. and Stanica, D. A.: Possible correlation beteen the pre-seismic geomagnetic signal and the M6.4 earthquake generated in the coastal zone of Albania, on November 26, 2019 , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13795, https://doi.org/10.5194/egusphere-egu2020-13795, 2020.

EGU2020-18302 | Displays | NH4.5

Intermediate-term narrow-range earthquake forecasting: an interdisciplinary tool based on seismological and geodetic observations

Antonella Peresan, Mattia Crespi, Federica Riguzzi, Vladimir Kossobokov, and Giuliano F. Panza

A novel forecasting tool, able to fully exploit the information content of the available data, is proposed for the synergic use of seismological and geodetic information, in order to delineate, at the intermediate-term narrow-range, the regions where to concentrate prevention actions and seismic risk mitigation planning. An application of the proposed interdisciplinary procedure, defining a new paradigm for time dependent hazard assessment scenarios, is exemplified illustrating its application to the Italian territory.

From seismological viewpoint, long-lasting practice and results obtained for the Italian territory in two decades of rigorous prospective testing of fully formalized algorithms (e.g. CN), proved the feasibility of earthquake forecasting based on the analysis of seismicity patterns at the intermediate-term (i.e. several months) middle-range scale (i.e. few hundred kilometers). An improved but not ultimate precision can be achieved reducing as much as possible the space-time volume of the alarms, by jointly considering seismological and geodetic information. In the proposed scheme geodetic information (i.e. GNSS and SAR) are used to reconstruct the velocity and strain pattern along transects properly oriented according to the a priori known tectonic and seismological information. Specifically, considering properly defined transects within the regions monitored by CN algorithm, the possible velocity variations and the related strain accumulation can be highlighted, with due consideration of the errors involved in GNSS data.

Through a refined retrospective analysis, duly involving the accuracy analysis of the newly available geodetic results, space­time precursory features could be highlighted within ground velocities and seismicity, analyzing the 2016-2017 seismic crisis in Central Italy and the 2012 Emilia sequence. The analysis, including counter examples, evidenced reliable anomalies in the strain rate distribution in space, whereas no time dependence was detected in the long term (more than 10 years) preceding the occurrence of the studied events.

With these results acquired, a systematic analysis of velocity variations (together with their accuracy) is performed, by defining a set of transects uniformly distributed, as far as possible, along and across major seismotectonic features of the Italian region, with a spacing of about 40-50 km and properly covering the regions monitored by CN algorithm. As a rule most of the transects contain information that appear to be useful for earthquake forecasting purposes. The few exceptions, naturally connected with the local very limited extension of land, are in Calabria and Western Sicily.

The obtained results show that the combined analysis of the results (time dependent within decadal interval) of intermediate-term middle-range earthquake prediction algorithms, like CN, with those from the processing of adequately dense and permanent GNSS network data (time independent within the same decadal interval), may allow to highlight in advance the localized strain accumulation. Accordingly the extent of the alarmed areas, identified based on seismicity patterns at the intermediate scale can be significantly reduced (from few hundred to few tens kilometres).

How to cite: Peresan, A., Crespi, M., Riguzzi, F., Kossobokov, V., and Panza, G. F.: Intermediate-term narrow-range earthquake forecasting: an interdisciplinary tool based on seismological and geodetic observations, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18302, https://doi.org/10.5194/egusphere-egu2020-18302, 2020.

If A and B are physical events at t=t1 and t=t2, respectively, in the same differential topological domain where t1<t2 then A and B may attract each other through bidirectional communication-like information even if A and B are not in the same physical cathegory. This fact comes from the similarity effect of physical events those obey always to a 2nd order partial differential equation, PDE at specific boundary conditions, SBCs. The coefficients in the operator part and the source function part of the PDE and propagation factors of the eigenfunctions in the solution and SBCs differ from an event cathegory to other event cathegory; however stochastic interpretations of these coefficients, source functions, eigenfunctions, and SBCs bring a unique and compact boundary value problem, BVP. We call network BVP this type of extended BVPs. The common parts of different types of events A and B in the same BVP scheme are topology and boundary surfaces of the same domain. The relationship between event A and event B is based on inversely transferring of boundary values, source functions, and coefficients between each other of the events through topological transformations, TTs. These TTs establish the bidirectional information communication between both climatic and seismic processes. All the natural events and hazards involving disasters are the self-control mechanism of the Completely Compact Earth Network, CCEN. The sea is a way and transfer medium for waves by Pascal’s rule.

The constrainers of Present Natural Hazards, PrNHs, are the Future Natural Hazards, FuNHs. The Past and/or Backward NHs (PaNHs, BwNHs) completed their results and could not effect to the PrNHs.

The results obtained with the methods of classical geophysics built on the classical Newton’s mechanics does not reflect the real processes, RPs for the magnitudes more than 5.9 Richter. The approaches built on Einstein’s relativity can not generate RPs for the interwall of over 6.9 Richter; i.e., a temporal transportation occurs in the last domain: Kocaeli-Mediterranean Sea EQ in 1999 is a result of both backward majorant propagation effect, BMaPE of Hector Mine EQ occured after itself and forward majorant propagation effect, FoMaPE of the seismicity to Future İstanbul Earthquake, sFIEQ. This means the raising period of FIEQ is released.The constrainer of 1999 Taiwan EQ is a result of BMaPE of Duzce EQ occured after itself. The constrainers of 2019 Silivri, Albania, and Athens EQs are the FIEQ desired in demand for future but never come. 1999 Avcilar EQ is a result of backward minorized propagation effect, BMiPE of the sFIEQ. This means the waiting/relaxation period of FIEQ is suspended. These  are figured from the specific records of these events observed during 1999-2004 and 2018-2020. The couplings among ionospheric, atmospheric, oceanographic, climatic, and/or seismic processes provide the communication among the events of different cathegories in here. We define this principle as the spati-o-temporal transplantation effect in EQ processes.

The SIDT is the most safe region on the Earth for the majorant earthquakes and preserves this property iff unconvenient/unnatural buildings and major excavations are excluded from this topology.

How to cite: Sengor, T.: The Coupling-Transplantation Effect (CTE) and Differential Analytical-Physics-Topology Principle (DAPTP) in Ionospheric-Atmospheric-Oceonagraphic-Climatic-Seismic Processes Complex (IAOCSPC) with Observations in Specific Istanbul Domain Topology (SIDT), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22589, https://doi.org/10.5194/egusphere-egu2020-22589, 2020.

EGU2020-2506 | Displays | NH4.5

Identification of electromagnetic pre-earthquake perturbations from the DEMETER data by AI technologies

Pan Xiong, Cheng Long, Huiyu Zhou, Roberto Battiston, Xuemin Zhang, and Xuhui Shen

Many examples of ionospheric perturbations observed in large seismic events were recorded by the low-altitude satellite DEMETER. In this paper, we explore 16 spot-checking classification algorithms, among which, the top classifier with low-frequency power spectra of electric and magnetic fields were used for ionospheric perturbation analysis. Satellite data spanning over about 6 years has been analyzed and about 8,760 earthquakes with magnitudes larger than or equal to 5.0 that occurred all over the world during the analyzed period have been included in the study. We discover that among these methods, gradient boosting based method called LightGBM outperforms the other state-of-the-art methods and achieves AUC (the Area Under the Curve) of 0.9859 and accuracy of 95.01% in a five-fold cross-validation test on the benchmarking datasets. In addition, the LightGBM method shows a strong capability in discriminating electromagnetic pre-earthquake perturbations over different earthquake databases. The results show that electromagnetic pre-earthquake data with the location in its circular region with its center at the epicenter and a radius given by the Dobrovolsky’s formula and the time of a few hours before the shocks is more useful in discriminating electromagnetic pre-earthquake perturbations. Moreover, we observe that during nights, some low-frequency intervals of electric and magnetic fields are the dominant features as rendered by the trained LightGBM model. These observations support the viewpoint that the seismic activities lead to the enhancement of lightning activity and low frequency electromagnetic pre-earthquake data can help us to detect seismic events.

How to cite: Xiong, P., Long, C., Zhou, H., Battiston, R., Zhang, X., and Shen, X.: Identification of electromagnetic pre-earthquake perturbations from the DEMETER data by AI technologies, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2506, https://doi.org/10.5194/egusphere-egu2020-2506, 2020.

EGU2020-6251 | Displays | NH4.5

Pre-earthquake processes associated with the M6.4 of Nov 26, 2017 In Albania. A Multi parameters analysis.

Dimitar Ouzounov, Sergey Pulinets, Guiampaolo Guiliani, Sylviya Velichkova-Iotsova, Menas Kafatos, and Patrick Taylor

We present a multi parameters analysis of satellite and ground data that revealed a transient phenomenon in the atmosphere before the M6.4 earthquake in Albania on Nov 26, 2019. The observational methodology consists of data from five physical measurements: (1) Satellite Thermal Anomalies (data obtained from NOAA) on the top of the atmosphere; (2); Atmospheric chemical potential (ACP) obtained from the NASA assimilation models; (3); Measurement of Radon level variations (two gamma stations in Central Italy); (4) VHF propagation in the lower atmosphere from ground observations and; (5) Electron density variations in the ionosphere via GPS Total Electron Content (GPS/TEC)

On Nov 21, 2019 our NOAA STA daily analysis over the Mediterranean detected a strong abnormal pattern between Italy and Albania. We estimated that a possible earthquake could occur in the Adriatic Sea between Italy and Albania with M5.5+ and start cross parameter validation with other observations. On Nov 26 an earthquake occurred near STA anomaly of Nov 21. The epicenter of the M6.4 earthquake in Albania is situated about 500 kilometers NE of the two-radon monitoring stations in Central Italy. Real-time hourly data show an increase in both sensors on Nov 20 (6 days before the M6.4 of Nov 26, 2019). From the satellite data these increases in radon coincide with an increase in the atmospheric chemical potential (on Nov 21), measured near the epicentral area. VHF data observed from two stations located 300 km from the epicenter in Northeast Bulgaria, indicated an intensity modulation about 90 hours (3.5 days) before the mainshock. The GPS/Total Electron Content data indicated an increase of electron concentration in the ionosphere 1-2 days before the M6.4 earthquake. We observed a synergetic abnormal response from ground and satellite data, although the ground data (radon and VHF) sensors were far from the epicenter (500 and 300 km, respectively). Starting six days before the M6.4 Nov 26 earthquake, the anomalous patterns were inside the Dobrovolsky-Bowman area of preparation. We examined the possible correlation between different pre-earthquake anomalies and the relationship between magnitude and the spatial size of the preparation zone in the framework of the Lithosphere -Atmosphere -Ionosphere Coupling (LAIC) concept.

How to cite: Ouzounov, D., Pulinets, S., Guiliani, G., Velichkova-Iotsova, S., Kafatos, M., and Taylor, P.: Pre-earthquake processes associated with the M6.4 of Nov 26, 2017 In Albania. A Multi parameters analysis., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6251, https://doi.org/10.5194/egusphere-egu2020-6251, 2020.

EGU2020-9800 | Displays | NH4.5

Statistical analysis for the identification of precursory signatures of earthquake occurrence in Total Electron Content (TEC)

Roberto Colonna, Valerio Tramutoli, Carolina Filizzola, Nicola Genzano, Mariano Lisi, and Nicola Pergola

In the last few decades several parameters (chemical, physical, biological, etc.) have been proposed in association with the complex process of preparation of earthquakes. In particular, the variability of space weather has been proposed, since long time, as possible indicator of impending earthquakes. This variability can be optimally captured by the detection of anomalous Ionospheric-Total Electron Content (TEC) variations.

The investigation of the preparation phase of past strong earthquakes could be useful to understand the physical processes involved and to develop a future short-term warning system.

Since 2001, the general change detection approach RST (Robust Satellite Techniques; Tramutoli, 1998; 2005; 2007) has been used to discriminate anomalies in Earth’s thermal emission measured by satellite possibly associated to seismic activity, from normal fluctuations of the signal related to other causes (e.g. meteorological) independent on the earthquake occurrence.

In this work are shown the results about the use of a RST-based approach for the preseismic TEC anomalies identification.

The RST methodology has been reformulated and adapted in order to be applied to TEC measurements recorded by the GPS satellite constellation, so as to discriminate anomalous signals from normal fluctuations of the signal itself. To this aim, we studied the behavior of the TEC parameter, proceeding to the construction of a multi-year dataset of observations (>5 years) in Mediterranean seismically active areas, both in presence and in absence, of strong seismic events (M≥5).

The achieved results are discussed and compared with the results obtained through independent RST analyses carried out on the Earth’s Thermal Infrared Radiation (TIR) parameter. The comparison of the results obtained using the two parameters is made in order to evaluate how the joint use of both parameters (TEC and TIR) in the framework of a multi-parametric approach can improve the present capability of detection of these perturbations.

How to cite: Colonna, R., Tramutoli, V., Filizzola, C., Genzano, N., Lisi, M., and Pergola, N.: Statistical analysis for the identification of precursory signatures of earthquake occurrence in Total Electron Content (TEC), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9800, https://doi.org/10.5194/egusphere-egu2020-9800, 2020.

EGU2020-19809 | Displays | NH4.5

Systematic worldwide statistical correlation of physical and chemical atmospheric parameters before large earthquakes in the last four decades

Dedalo Marchetti, Alessandro Piscini, Angelo De Santis, Caroline Ganglo, Gianfranco Cianchini, Saioa A. Campuzano, Claudio Cesaroni, Roger Haagmans, Shuanggen Jin, Luca Spogli, Maurizio Soldani, and Alessandro Ippolito

Applying a multi-parametric approach, we already investigated the preparatory phase of several medium and large (M6.0 ~ M8.3) earthquakes occurred in the last 6 years in different locations in the World. In some cases, a chain of processes from the lithosphere to atmosphere and ionosphere has been successfully detected (e.g. M7.8 Ecuador 2016: Akhoondzadeh, 2018, ASR, https://doi.org/10.1016/j.asr.2017.07.014; Italian seismic sequence (M6.5) 2016-2017: Marchetti et al., 2019, RSoE, https://doi.org/10.1016/j.rse.2019.04.033; M7.5 Indonesia 2018: Marchetti et al., 2019, JAES, https://doi.org/10.1016/j.jseaes.2019.104097). These analyses underline the importance to study all the “spheres” that surround the Earth as suggested by a Geosystemic approach (De Santis et al., 2019, Entropy, https://doi.org/10.3390/e21040412). To analyse the anomalies that occur in the atmosphere we typically calculate the mean and standard deviation of the “historical time series” of the investigated parameter based on around 40 years of data, and then we superpose the value of the same quantity in the earthquake year. If the value overpasses two standard deviations of the historical time series, we define this day/parameter as anomalous. Applying the same methodology presented in previous works that studied climatological parameters such as skin temperature, total column water vapour, aerosols, and SO2, which  seem to provide anomalies possibly related to the earthquake preparation phase (e.g. Piscini et al., 2017, PAGeoph, https://doi.org/10.1007/s00024-017-1597-8), here we investigate more atmospheric parameters proposed as possible precursors in the Lithosphere Atmosphere Ionosphere Coupling (LAIC) models (Pulinets and Ouzounov, 2011, JAES, https://doi.org/10.1016/j.jseaes.2010.03.005) such as methane and surface concentration of carbon monoxide. Other parameters, such as dimethylsulfide could be useful in other geophysical events, such as the volcano eruptions (Piscini et al. PAGeoph 2019, https://doi.org/10.1007/s00024-019-02147-x).

In this study, we also apply a Worldwide Statistical Correlation (WSC), as it was successfully applied to Swarm satellites electromagnetic anomalies and earthquakes, providing some statistical evidence for such perturbations in ionosphere before the occurrence of M5.5+ earthquakes (De Santis et al., 2019, Sci. Rep., https://doi.org/10.1038/s41598-019-56599-1).

The statistical approaches applied to these climatological data, provided by meteorological agencies such as ECMWF and NOAA, provides some interesting concentrations of atmospheric anomalies, preceding from days to several weeks the occurrence of the largest earthquakes from 1980 to 2017.

The study of several chemical and physical (e.g. aerosol particles) components in the atmosphere, the involved physical processes, the chemical reactions and chemical constraints (such as the elements lifetime and interactions in the atmosphere) can help to distinguish which LAIC model is more reliable to produce the observed anomalies before the occurrence of a large earthquake.

 

How to cite: Marchetti, D., Piscini, A., De Santis, A., Ganglo, C., Cianchini, G., A. Campuzano, S., Cesaroni, C., Haagmans, R., Jin, S., Spogli, L., Soldani, M., and Ippolito, A.: Systematic worldwide statistical correlation of physical and chemical atmospheric parameters before large earthquakes in the last four decades, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19809, https://doi.org/10.5194/egusphere-egu2020-19809, 2020.

EGU2020-20281 | Displays | NH4.5

Rikitake Law, relating precursor time and earthquake magnitude, confirmed by Swarm satellite data

Saioa A. Campuzano, Gianfranco Cianchini, Angelo De Santis, Dedalo Marchetti, Loredana Perrone, Alessandro Piscini, and Dario Sabbagh

Rikitake [1987] studied different types of ground earthquake precursors and presented an empirical law (for what he called “precursors of the 1st kind”) expressing a linear relationship between the logarithm of the anomaly precursor time and the earthquake magnitude. To look for possible in-situ ionospheric precursors of large (M5.5+) earthquakes, here we analyse a long-term time series data from the three-satellite Swarm constellation, in particular electron density and magnetic field data. We define the anomalies statistically in the whole space-time interval of interest and use a superposed epoch approach to study the possible relation with the earthquakes. We find some clear concentrations of electron density and magnetic anomalies from several months to a few days before the earthquake occurrences. Such anomaly clustering is, in general, statistically significant with respect to homogeneous random simulations, supporting a coupling of the lithosphere with the above atmosphere and ionosphere during the preparation phase of earthquakes. Finally, by investigating different earthquake magnitude ranges, we confirm the Rikitake empirical law between ionospheric anomaly precursor time and earthquake magnitude. Our work represents the first time that this empirical law has been confirmed for satellite data. We also explain this empirical law with a diffusion model of lithospheric stress.

How to cite: Campuzano, S. A., Cianchini, G., De Santis, A., Marchetti, D., Perrone, L., Piscini, A., and Sabbagh, D.: Rikitake Law, relating precursor time and earthquake magnitude, confirmed by Swarm satellite data, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20281, https://doi.org/10.5194/egusphere-egu2020-20281, 2020.

EGU2020-21487 | Displays | NH4.5

Seismo-ionospheric precursors of the 14 November 2019 M7.1 Indonesia Earthquake detected by FORMOSAT-7/COSMIC-2

Jann-Yenq Liu, Chi-Yen Lin, Fu-Yuan Chang, and Yuh-Ing Chen

FORMOSAT-7/COSMIC-2 (F7/C2), with the mission orbit of 550 km altitude, 24-deg inclination, and a period of 97 minutes, was launched on 25 June 2019.  Tri-GNSS Radio occultation System (TGRS), Ion Velocity Meter (IVM), and RF beacon onboard F7/C2 six small satellites allow scientists to observe the plasma structure and dynamics in the mid-latitude, low-latitude, and equatorial ionosphere in detail.  F7/C2 TGRS sounds ionospheric RO (radio occultation) electron density profiles, while F7/C2 IVM probes the ion density, ion temperature, and ion velocity at the satellite altitude.  The F7/C2 electron density profiles and the ion density, ion temperature, and ion velocity, as well as the global ionospheric map (GIM) of the total electron content (TEC) derived from global ground-based GPS receivers are used to detect seismo-ionospheric precursors (SIPs) of the 14 November 2019 M7.1 Indonesia Earthquake.  The GIM TEC and F7/C2 RO NmF2 significantly increase specifically over the epicenter on 25-26 October, which indicates SIPs of the 14 November 2019 M7.1 Indonesia Earthquake being detected.  The F7/C2 RO electron density profiles upward motions suggest that the eastward electric fields have been enhanced during the SIP days of the 2019 M7.1 Indonesia earthquake.  The seismo-generated electric fields of the 2019 M7.1 Indonesia earthquake are 0.34-0.64 mV/m eastward.  The results demonstrate that F7/C2 can be employed to detect SIPs in the ionospheric plasma, which shall shed some light on earthquake prediction/forecast.

How to cite: Liu, J.-Y., Lin, C.-Y., Chang, F.-Y., and Chen, Y.-I.: Seismo-ionospheric precursors of the 14 November 2019 M7.1 Indonesia Earthquake detected by FORMOSAT-7/COSMIC-2, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21487, https://doi.org/10.5194/egusphere-egu2020-21487, 2020.

The Earth itself with its inwards and outwards is a unique and complete system according to all events effecting the Earth1. All the natural events involving hazards are the results of self-controlling mechanism of the complex network of this unique system. Several contributions and reports presented this fact. The classical approaches trying to explain earthquake events, say EQs, and related phenomena may be taken as approximations working for the EQs less than 5.9 Richter in magnitude according to observations coming from the application of this approach. The EQs bigger than 5.9 Richter involve very different ingredients given with dynamics based on the gravity in classical geophysics1. The ranges of (5.9+n, 5.9+n+1) for every n=1, 2, 3, ... present different formulations due to validity of the approximations and orders of the variables as relative to the energy density and frequency levels.  The fact in here comes with the compactness coming with the electromagnetically equivalent models1.

 

The planetary movements effect both the mechanics and dynamics of tectonic plates like tidal action of Pascal’s law modified with stochastic interactions. The Earth’s plates may move and collide with each other due to the forces generated by these displacements. The Primary wave comes from these mechanics of plates under planetary effects, tidal effects, and/or effects of extended Pascal’s and Archimedes’ principles for compressible liquids involving non-adiabatic gasses in semi-open containers. All these effects are effective in vertical direction, totally. P wave is a result of these forces generated by the dynamics of collision of plate-to-plate, plate-to-sea, plate-to-ocean, and/or plate-to-tidal processes coming from planetary motions and acts between plates. Secondary wave come from the effects of Casimir-Polder forces and Van der Waals potentials generated by the nano-displacements occurring among touch-to-touch phases of plates just at the end of P wave phases. These QED effects are effective in horizontal direction in total iff they can generate an EQ. If the plates touch to each other with the effect of forces coming from P wave then this induces Van der Waals potentials and forces like Casimir-Polder force work on the plates generating big amount of energy then big EQs can come to truth. It is possible to model the P wave phases with the deterministic ingredients and processes; however, modelling the S wave phases are not possible without stochastic ingredients and processes. The processes like storms, typhoon, etc. developing with the atmospheric events generate the similar effects. The waves coming with EQs propagate in inflective trajectories; therefore, these waves propagate in inflective spaces. This analysis illustrates the gravity interactions of the Earth with other planets generating electromagnetic interactions in both nano-scale and quantum level in Earth’s interior as the actual trigger of EQs. The excessive fall works like the insurance for EQs preventing the occurrence of significant EQs and so, reducing the huge damage arriving from significant and/or bigger EQs.

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1Sengor T, “The Globally Compact Multi-Network of the Earth: the self-controlling mechanisms in natural hazards above significant level,” Geophysical Research Abstracts, Vol. 21, EGU2019-17127,2019, General Assembly 2019.

How to cite: Sengor, T.: The Conditional Contributions of Electromagnetism and QED To Natural Hazards in Both Nano and Macro Cosmic Scales, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21121, https://doi.org/10.5194/egusphere-egu2020-21121, 2020.

EGU2020-1240 | Displays | NH4.5

The response of VLF signals to the passage of an atmospheric/ionospheric seismic wave after an earthquake in Chile

Kamil Yusupov, Rozhnoi Alexander, Solovieva Maria, Shalimov Sergey, Fedun Viktor, Mathews John, Sherstyukov Ruslan, Safiullin Anvar, and Maruyama Takashi

Natural disasters, such as earthquakes, tsunamis, volcanic eruptions, tropical cyclones (typhoons in the Pacific, hurricanes in America), often lead to enormous human casualties, causing great damage to the human environment. This is due to the unpredictable nature of disasters. Investigation of the precursor signs of the development of such dangerous events (including an assessment of their power) allows you to inform the relevant services in advance of a natural disaster. This is often a very urgent task. The experimental and theoretical study of the electromagnetic response of the ionosphere to the development of natural catastrophic events is an important component of furthering disaster preparedness. This includes improvement of methods for event precursor isolation for use in warning and development systems. In this, validation of lithosphere-ionosphere communication models are very important. Therefore, in this work, we consider the amplitude anomalies of VLF signals recorded at a station in Moscow (Russia) during the passage of an atmospheric/ionospheric seismic wave from an earthquake in Chile, which epicenter is removed at a distance of ~ 15 thousand km.

The work is performed according to the Russian Government Program of Competitive Growth of Kazan Federal University.

How to cite: Yusupov, K., Alexander, R., Maria, S., Sergey, S., Viktor, F., John, M., Ruslan, S., Anvar, S., and Takashi, M.: The response of VLF signals to the passage of an atmospheric/ionospheric seismic wave after an earthquake in Chile, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1240, https://doi.org/10.5194/egusphere-egu2020-1240, 2020.

EGU2020-1444 | Displays | NH4.5

Lower Ionospheric turbulence variations during the intense seismic activity of the last half of 2019 in the broader Balkan region.

Michael E. Contadakis, Demetrios Arabelos, George Vergos, and Emmanuel M. Scordilis

In this paper, we investigate the ionospheric turbulence from TEC observations, before and during the intense seismic activity of September 2019 at Albania (main shock at l=19.445oE, j=41.372o N, Mw=5.6)  and at Marmara sea (main shock at l=28.19 oE, j=40.872oN, Mw=5.7), as well as of November 2019 at Albania (main shock at l=19.470oE, j=41.381oN, Mw=6.4), and at Bosnia-Herzegovina (main shock at l=17.961oE, j=43.196oN, Mw=5.4).

The Total Electron Content (TEC) data of 6 Global Positioning System (GPS) stations of the EUREF network, which are being provided by IONOLAB (Turkey), were analysed using Discrete Fourier Analysis in order to investigate the TEC variations. The results of this investigation indicate that the High- Frequency limit fo, of the ionospheric turbulence content, increases by aproaching the site and  the time of the earthquake occurrence, pointing to the earthquake location (epicenter). We conclude that the LAIC mechanism, through acoustic or gravity wave, could explain this phenomenology. In addition the proximity of the tectonic active areas to the GPS stations offer us an opportunity to discriminate the origin of the disturbances

How to cite: Contadakis, M. E., Arabelos, D., Vergos, G., and Scordilis, E. M.: Lower Ionospheric turbulence variations during the intense seismic activity of the last half of 2019 in the broader Balkan region., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1444, https://doi.org/10.5194/egusphere-egu2020-1444, 2020.

EGU2020-1527 | Displays | NH4.5

Lower Ionospheric turbulence variations during the tectonic activity of the last quarter of 2019 in the Hellenic Arc (Greece)

Dimitrios N. Arabelos, Michael E. Contadakis, George Vergos, and Emmanuel M. Scordilis

In this paper we investigate the ionospheric turbulence from TEC observations before and during the tectonic activity of the last quarter of 2019 in the Hellenic Arc, Greece (main shock at l=23.26oE, j=35.69oN, Mw=6.1). The Total Electron Content (TEC) data of 6 Global Positioning System (GPS) stations of the EUREF network, which are being provided by IONOLAB (Turkey), were analysed using Discrete Fourier Analysis in order to investigate the TEC variations. The results of this investigation indicate that the High- Frequency limit fo, of the ionospheric turbulence content, increases by aproaching the site and the time of the earthquake occurrence, pointing to the earthquake location (epicenter). We conclude that the LAIC mechanism through acoustic or gravity wave could explain this phenomenology.

How to cite: Arabelos, D. N., Contadakis, M. E., Vergos, G., and Scordilis, E. M.: Lower Ionospheric turbulence variations during the tectonic activity of the last quarter of 2019 in the Hellenic Arc (Greece) , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1527, https://doi.org/10.5194/egusphere-egu2020-1527, 2020.

EGU2020-4402 | Displays | NH4.5

Study of changes of thermal neutrons intensity of lithospheric origin for the diagnostics and forecast of earthquakes

Valentina Antonova, Sergey Kryukov, Vadim Lutsenko, and Andrey Malimbaev

Studies of variations in the intensity of thermal (epithermal) neutrons at the high-mountain station of cosmic rays near the fracture of the earth's crust (3340 m above sea level, Northern Tien- Shan) showed the promising of using them for the diagnosis and forecast of earthquakes in seismically active regions. A method is proposed for distinguishing features of changes in the intensity of thermal neutrons of lithospheric origin against the background of variations caused by solar and atmospheric disturbance sources. However, a necessary condition for this is the synchronous registration of high-energy neutrons of galactic origin.

It is known that neutrons in the Earth’s atmosphere arise mainly as a result of the interaction of primary cosmic radiation with the nuclei of air atoms. Statistical analysis of neutron measurements during effective solar events (coronal mass ejections), changes of atmospheric pressure confirmed the genetic relationship of thermal neutrons near the Earth's surface with high-energy neutrons of galactic origin and the similarity of the spectral composition of their variations. The difference is observed only in the range (2·10-7÷2·10-6)Hz. Variations with the period of 29.5 days (synodic lunar month), due to the gravitational influence of the moon, are present throughout the 12-year period of research of thermal neutrons. The amplitude and its changes were determined by the method of complex demodulation. The periodicity of 29.5 days is absent in the spectrum of high-energy neutrons variations.

 Analysis of experimental data during of seismic activity showed the frequent breakdown of the correlation between the intensity of thermal and high-energy neutrons. The cause of this phenomenon is the additional thermal neutron flux of the lithospheric origin, which appears under these conditions. Simple statistical processing of measured parameters makes it possible to exclude variations of interplanetary and atmospheric origin in the intensity of thermal neutrons and to isolate changes caused by seismic processes.

 We used this method for analysis of thermal neutrons intensity during earthquakes with intensity ≥ 3b in the vicinity of Almaty which took place in 2007-2018. The catalog includes 30 events. The increase of thermal neutrons flux was observed for ~ 60% of events. However, before the earthquake the increase of thermal neutron flux is only observed for ~ 25-30% of events. The amplitude of the additional thermal neutron flux of the lithospheric origin is equal to 5-7% of the background level. Sometimes it reaches values of 10-12%.

The analysis of our catalog of earthquakes in the vicinity of Almaty also showed that 70% of these events occurred during the full moon or new moon (+/- 2 days).

How to cite: Antonova, V., Kryukov, S., Lutsenko, V., and Malimbaev, A.: Study of changes of thermal neutrons intensity of lithospheric origin for the diagnostics and forecast of earthquakes, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4402, https://doi.org/10.5194/egusphere-egu2020-4402, 2020.

Several subduction zones exists in Earth, which have a more or less known dynamic, however each of them has its particularities, as in the case of the Mexican subduction zone, where the flat slab is of special interest. The present flat-slab area is located along the central part of the Cocos-North America plate boundary that the convergence rate between Cocos and North America. The Cocos plate is a remnant of the large Farallon plate, which began to split into smaller plates since 28 Myr ago approximately, when the East Pacific Rise began to interact with the North American Plate. Within such flat slab could be trigger large and destructives earthquakes like the main shock occurred close to Mexico City on September 19, 2017. In this work, we analyze, under the natural time domain, the seismicity registered within the Mexican flat slab since 1995 until the main shock occurred on September 19, 2017. We analyzed the fluctuations of order parameter for seismicity in order to provide some complex measures defined on natural time. Our analysis reveals a possible precursor measure switching on a few weeks before the main shock.  Also we have observed that in the flat slab region the number of earthquakes recorded is lesser than those observed along the total south Pacific Mexican coast.

How to cite: Ramírez-Rojas, A. and Flores-Márquez, E. L.: Complexity measures and variability of the seismicity monitored whithin the Mexican flat slab before the main shock occurred on 19 September 2017, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6184, https://doi.org/10.5194/egusphere-egu2020-6184, 2020.

EGU2020-6700 | Displays | NH4.5

Negentropy anomaly analysis of the borehole strain data associated with the Ms 7.0 Lushan earthquake

Zining Yu, Katsumi Hattori, Kaiguang Zhu, Chengquan Chi, and Mengxuan Fan

Several YRY-4 borehole strainmeters have been installed in Sichuan province, China, aiming at monitoring the crustal activities associated with earthquakes. In order to verify the existence of strain precursors preceding the Lushan earthquake, we investigate the negentropy of the borehole strain data during 2011-2013.

First, some local factors that could affect the strain are ruled out, such as environmental disturbances, we analyze the strain responses to air pressure as well as solid tides and water level which were recorded on one YRY-4 strainmeter. Based on a state-space model according to the observations of the strainmeter, we remove the strain response to air pressure, in addition to those due to water level changes and the solid tides by Kalman filter. To investigate whether the remained strain changes are related to the Lushan earthquake, we introduce the approximate negentropy as an easily computable non-randomness measure to give evidence of strain changes and illustrate the instability of the underground of the earthquake zone. Generally, the appearance of a pre-catastrophic state can be characterized by significant higher non-randomness in terms of approximate negentropy.

Negentropy analysis of 3 stations of the southwest end of the Longmenshan fault zone have been performed. The nearest GZ station is 77 km away from the epicenter, and the epicenter distances of XM and RH are respectively 270 and 436 km. The statistical results at GZ station of cumulative counts of negentropy anomaly show acceleration about 6 to 4 months and 10 days prior to the earthquake, implying there are non-random changes in the borehole strain data, which is similar to the previous results. In addition, after the earthquake, the anomalies increase briefly and recover to a quiet state. Besides, XM station appears a significant surge from October 2012 to 2013, which is consistent with the first period anomaly extracted from the GZ station. However, RH station doesn’t show anomaly acceleration, probably due to the distance.

Furthermore, we compare the anomaly acceleration rate of each station. The results indicate that as the epicenter distance increases, the acceleration rate becomes less significant, suggesting the negentropy anomalies are more sensitive near the Lushan earthquake epicenter. In other words, the anomalies of the borehole strain data dependent on the epicenter distance. Therefore, we conclude that there may be strain precursors before the Lushan earthquake and the negentropy analysis have potential capability in the study of earthquake precursors.

How to cite: Yu, Z., Hattori, K., Zhu, K., Chi, C., and Fan, M.: Negentropy anomaly analysis of the borehole strain data associated with the Ms 7.0 Lushan earthquake, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6700, https://doi.org/10.5194/egusphere-egu2020-6700, 2020.

EGU2020-7816 | Displays | NH4.5

Variation of geophysical parameters during preparation of seismic events

Tamar Jimsheladze, Zurab Kereselidze, George Melikadze, and Genadi Kobzev

In terms of geodynamic life, territory of Georgia is one of the most active region. The macro structural factor here is represented by the contact with the Arabian and Eurasian tectonic plates, which in addition to the geological diversity of the area conditions the high seismicity of mentioned region. 

More the 20 year was operating a special network of hydro-geodynamical (water level, Atmosphere pressure and air temperature) observation on the territory of Georgia. Ten deep boreholes located basically on the main geo-plate and open deep aquifers. These wells as sensitive strain-meters recorded all kinds of deformation caused by exogenous (atmospheric pressure, tidal variations and season variation), as well as endogenous processes.

During observation on the territory of Georgia has observed various anomalies by water level before seismic events. Revealing of the mechanism of interrelation between the deformation processes, forestall strong earthquakes, and a hydrodynamic variation of underground waters, would allow to explain such preliminary behavior of hydrodynamic effects and to develop scientifically proven methods of the forecast of earthquakes.

How to cite: Jimsheladze, T., Kereselidze, Z., Melikadze, G., and Kobzev, G.: Variation of geophysical parameters during preparation of seismic events, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7816, https://doi.org/10.5194/egusphere-egu2020-7816, 2020.

EGU2020-8190 | Displays | NH4.5

Dynamical evolution of the seismic coda wave increments during the 2011-2012 Santorini's caldera unrest. A Non-Extensive Statistical Physics approach.

Theodoros Aspiotis, Ioannis Koutalonis, Georgios Michas, and Filippos Valianatos

Santorini's caldera being unrest during 2011-2012, led several studies to raise the important question of whether seismicity is associated with an impending and potential volcanic eruption or it solely relieves the accumulated tectonic energy. In the present work we study seismic coda waves generated by local earthquake events prior, during and after the seismic crisis that occurred within the caldera area. Coda waves are interpreted as scattered seismic waves generated by heterogeneities within the Earth, i.e. by faults, fractures, velocity and/or density boundaries and anomalies, etc. In particular, we utilize the three components of the seismograms recorded by three seismological stations on the island of Santorini and estimate the duration of the coda waves by implementing a three step procedure that includes the signal-to-noise ratio, the STA/LTA method and the short time Fourier transform. The final estimation was verified or reestimated manually due to the existent ambient seismic noise. Due to the nature and the path complexity of the coda waves and towards achieving a unified framework for the study of the immerse geo-structural seismotectonic complexity of the Santorini volcanic complex, we use Non-Extensive Statistical Physics (NESP) to study the probability distribution functions (pdfs) of the increments of seismic coda waves. NESP forms a generalization of the Boltzmann-Gibbs statistical mechanics, that has been extensively used for the analysis of semi-chaotic systems that exhibit long-range interactions, memory effects and multi-fractality. The analysis and results demonstrate that the seismic coda waves increments deviate from the Gaussian shape and their respective pdfs could adequately be described and processed by the q-Gaussian distribution. Furthermore and in order to investigate the dynamical structure of the volcanic-tectonic activity, we estimate the q-indices derived from the pdfs of the coda wave time series increments during the period 2009 - 2014 and present their variations as a function of time and as a function of the local magnitude (ML) of the events prior, during and after the caldera unrest.

 

 Acknowledgments. We acknowledge support 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 & European Union (ERDF)

How to cite: Aspiotis, T., Koutalonis, I., Michas, G., and Valianatos, F.: Dynamical evolution of the seismic coda wave increments during the 2011-2012 Santorini's caldera unrest. A Non-Extensive Statistical Physics approach., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8190, https://doi.org/10.5194/egusphere-egu2020-8190, 2020.

EGU2020-8882 | Displays | NH4.5

Satellite and ground-based magnetic field observations related to volcanic eruptions

Konrad Schwingenschuh, Werner Magnes, Xuhui Shen, Jindong Wang, Bingjun Cheng, Andreas Pollinger, Christian Hagen, Roland Lammegger, Michaela Ellmeier, Christoph Schirninger, Hans-Ulrich Eichelberger, Bernhard Mandl, Mohammed Y. Boudjada, Bruno P. Besser, Alexander A. Rozhnoi, Tielong Zhang, Magda Delva, Irmgard Jernej, Özer Aydogar, and Roman Leonhardt

In this study we investigate volcanic eruption phenomena related to ionospheric disturbances, e.g. Heki (2006) used total electron content (TEC) measurements for this task. In particular, a model is developed how discharge phenomena (e.g. Houghton etal, 2013) can produce magnetic field variations at SWARM and CSES satellite orbits, i.e. altitudes of ~500 km in the F-region. Several coupling mechanism between lithosphere, atmosphere, and ionosphere are discussed by Simões etal (2012).
Experimental evidence is based on magnetic field observations aboard CSES mission in the time frame July 2018 to January 2019. The theoretical considerations include the source mechanism, propagation path, and the signal strength at low earth orbit satellite altitude.

Ref:
(1) Heki, K., Explosion energy of the 2004 eruption of the Asama Volcano, central Japan, inferred from ionospheric disturbances, GRL, 33, L14303, 2006. doi:10.1029/2006GL026249
(2) Houghton, I. M. P., K. L. Aplin, and K. A. Nicoll, Triboelectric Charging of Volcanic Ash from the 2011 Grı́msvötn Eruption, PRL, 111, 118501, 2013. doi:10.1103/PhysRevLett.111.118501 arXiv:1304.1784
(3) Simões F., R. Pfaff, J.-J. Berthelier, J. Klenzing, A Review of Low Frequency Electromagnetic Wave Phenomena Related to Tropospheric-Ionospheric Coupling Mechanisms, SSR, 168:551–593, 2012. doi:10.1007/s11214-011-9854-0

How to cite: Schwingenschuh, K., Magnes, W., Shen, X., Wang, J., Cheng, B., Pollinger, A., Hagen, C., Lammegger, R., Ellmeier, M., Schirninger, C., Eichelberger, H.-U., Mandl, B., Boudjada, M. Y., Besser, B. P., Rozhnoi, A. A., Zhang, T., Delva, M., Jernej, I., Aydogar, Ö., and Leonhardt, R.: Satellite and ground-based magnetic field observations related to volcanic eruptions, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8882, https://doi.org/10.5194/egusphere-egu2020-8882, 2020.

In this work we analyse variations in VLF/LF radio signal amplitudes recorded by the INFREP network in the period 16 November – 6 December, 2019 characterized by very intensive seismic activities in the Balkan peninsula, Crete, and Adriatic, Aegean and Black seas. Namely, 38 earthquakes with magnitude greater than 4.0 occurred in this area during the noticed period; the most intensive of them occurred on 26 and 27 November: three events in Albania (Mw= 6.4, 5.3, 5.1), one in Crete (Mw= 6), one in Bosnia and Herzegovina (Mw= 5.4) and two in Adriatic sea (Mw= 5.4, 5.3). We study both long- and short- term variations that are already recorded in earlier studies. The long-term variations relate to changes in the amplitude intensities in periods of several days and their existence is shown in many previous studies. The recent analyses also indicate short-term variations in signal amplitude noises started about several tents of minutes before the earthquake (Nina et al. 2020). In this work, we analyse different areas using INFREP network, which allow us to study local changes in the atmosphere. In order to examine possible precursors we considered longer time started and ended 10 days before and after the most intensive of the considered earthquakes, respectively.

This research is supported by the Ministry of Education, Science and Technological Development of the Republic of Serbia, under the projects 176002 and III44002.

References

Nina, A., S. Pulinets, P. F. Biagi, G. Nico, S. T. Mitrović, M. Radovanović and L. Č. Popović. Science of the Total Environment 710 (2020) 136406

How to cite: Biagi, P. F., Nina, A., Ermini, A., and Nico, G.: Variations revealed by INFREP Radio Network in correspondence of six earthquakes with MW greater than 5.0 occurred in the Balkan Peninsula and Adriatic Sea on 26 and 27 November, 2019, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9200, https://doi.org/10.5194/egusphere-egu2020-9200, 2020.

EGU2020-12340 | Displays | NH4.5

Preliminary Results of GNSS Radio Occultation Receiver onboard CSES

Song Xu, ZhiMa ZeRen, JiangPing Huang, XuHui Shen, Wei Chu, Rui Yan, Jing Cui, and Jian Lin

The China Seismo-Electromagnetic Satellite (CSES) was successfully launched on February 2, 2018. Its main scientific objective is to monitor earthquake related disturbances in the ionosphere. The Global Navigation Satellite System (GNSS) Radio Occultation Receiver (GOR) on board the satellite is able to observe the occultation events of Global Positioning System (GPS) and BeiDou navigation satellite System(BDS). Compared to some conventional observation means, GOR has the advantages of low cost, high accuracy, high precision, high vertical resolution, all-weather sounding, long-term constant and global coverage. The GOR on CSES can receive about 600 ionosphere occultation events each day and 16000 each month. The strip-shaped spatial distributions of the ionospheric characteristic parameters from the GOR show that the values of NmF2 and HmF2 are larger in the areas of the equator than in middle and high latitude areas.

How to cite: Xu, S., ZeRen, Z., Huang, J., Shen, X., Chu, W., Yan, R., Cui, J., and Lin, J.: Preliminary Results of GNSS Radio Occultation Receiver onboard CSES, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12340, https://doi.org/10.5194/egusphere-egu2020-12340, 2020.

EGU2020-13456 | Displays | NH4.5

Analysis of VLF/LF transmitter signals during the minimum of solar activity in the year 2018

Mohammed Y. Boudjada, Vanessa Weingril, Hans Ulrich Eichelberger, Pier Francesco Biagi, XueMin Zhang, Werner Magnes, Konrad Schwingenschuh, Alexander Rozhnoi, Patrick H.M. Galopeau, Anita Ermini, Helmut Lammer, Roberto Colella, Bruno Besser, and Manfred Stachel

We report on VLF/LF transmitter signals observed in the year 2018 during the minimum of solar activity. Those signals were recorded in Graz (Austria) using INFREP (Biagi et al., Nat. Hazards Earth Syst. Sci., 11, 2011) and UltraMSK (Schwingenschuh et al., Nat. Hazards Earth Syst. Sci., 11, 2011) systems. This leads us to record fourteen transmitter signals in the frequency range between 19 kHz and up to 270 kHz. Six transmitter channels are common to both systems and are localized in Great-Britain (Anthorn, GBZ, 19.58kHz), Italy (Tavolara, ICV, 20.27kHz), Germany (Rhauderfehn, 23.4kHz,) and Island (Keflavik, NRK, 37.5kHz). Others are mainly LF broadcasting transmitters from Romania (Brasov, 153kHz), Luxembourg (Felsberg-Berus, 183kHz), Algeria (Berkaoui, 198kHz), Monte-Carlo (Roumoules, 216kHz) and Tchecki (Lualualei, 270kHz). In the year 2018, the solar activity decreased reaching its minimum in the end of 2019. We emphasize in this work on three aspects: (a) C-flares related to the solar activity, (b) Kp-index linked to the geomagnetic activity, and (c) seismic events in the southern part of Europe, i.e. Greece and Italy.  The dominant patterns observed on almost all transmitters are due to the solar flares. Geomagnetic activity is found to depend on the seasonal effect and mainly observed few weeks before and after the summer solstice in the northern hemisphere.  Few earthquakes occurred in the southern part of Europe, in Greece (6 events) and in Italy (2 events) with a magnitude of 5.5 Mw and depths less than 10 km. We discuss the disturbances of VLF/LF transmitter signals prior to EQs occurrences, and their links to external effects. Our results are compared to recent investigations of Zhang et al. (Radio Sci., 52, 2017) and Rozhnoi et al. (Ann. Geophys., 37, 2019) concerning, respectively, the spatial distribution of VLF transmitter signals recorded by Demeter satellite, and the solar X-flare effects on VLF/LF transmitter signals.

How to cite: Boudjada, M. Y., Weingril, V., Eichelberger, H. U., Biagi, P. F., Zhang, X., Magnes, W., Schwingenschuh, K., Rozhnoi, A., Galopeau, P. H. M., Ermini, A., Lammer, H., Colella, R., Besser, B., and Stachel, M.: Analysis of VLF/LF transmitter signals during the minimum of solar activity in the year 2018, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13456, https://doi.org/10.5194/egusphere-egu2020-13456, 2020.

EGU2020-13952 | Displays | NH4.5

Investigation Of Pre-Earthquake Ionospheric Anomalies Before Albania 2019 Earthquake Using The Romanian Receivers Of The Vlf/Lf Infrep And Gnss Global European Networks

Iren Adelina Moldovan, Victorin Emilian Toader, Christina Oikonomou, Haris Haralambous, Pier Francesco Biagi, Alexandra Muntean, Andrei Mihai, and Aakriti Khadka

The last two decades a significant effort has been invested in order to understand and interpret the link between seismic activity and ionospheric perturbations. Since not any individual seismo-ionospheric precursor can be used as an accurate stand alone for earthquake prediction it is required to integrate different kinds of precursors and analysis techniques.

To this context, the aim of this study is to investigate pre-earthquake ionospheric anomalies that occurred prior to large 6.4 Mw earthquake in Albania (26th November 2019), following a multi-instrument and multi-technique approach, using subionospheric radio VLF/LF signals obtained from the Romanian receivers of the INFREP European network and Total Electron Content (TEC) observations from GNSS global network.

To identify possible ionospheric anomalies before the earthquakes we applied the terminator time and nighttime fluctuation methods on the amplitude of subionospheric LF radio signals and spectral analysis on diurnal TEC variations several days prior the seismic event. It was found that sunrise terminator times are delayed approximately 20-40 min few days before and during the earthquake day. Intensified wave-like TEC oscillations with periods around 20 min were also revealed up to 5 days prior to the earthquake shocks in all cases that could be interpreted as possible ionospheric precursors of the impending earthquakes.      

How to cite: Moldovan, I. A., Toader, V. E., Oikonomou, C., Haralambous, H., Biagi, P. F., Muntean, A., Mihai, A., and Khadka, A.: Investigation Of Pre-Earthquake Ionospheric Anomalies Before Albania 2019 Earthquake Using The Romanian Receivers Of The Vlf/Lf Infrep And Gnss Global European Networks, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13952, https://doi.org/10.5194/egusphere-egu2020-13952, 2020.

EGU2020-15760 | Displays | NH4.5

Characterization of sub-ionospheric VLF/LF waveguides for seismic event studies during solar minimum

Hans Eichelberger, Konrad Schwingenschuh, Mohammed Y. Boudjada, Bruno P. Besser, Daniel Wolbang, Alexander Rozhnoi, Maria Solovieva, Pier Francesco Biagi, Manfred Stachel, Özer Aydogar, Cosima Muck, Claudia Grill, and Irmgard Jernej

In this study we present measurements and simulations of mid-latitude sub-ionospheric propagation paths between several VLF/LF transmitters and the Graz seismo-electromagnetic receiver facility (Schwingenschuh etal, 2011) during the current solar minimum condition. The upper D/E-region boundary of the waveguide is stable during the low solar activity in the years 2018 and 2019, i.e. measured VLF/LF amplitude and phase variations are mainly due to natural excitations from the lithosphere, atmosphere, and man-made disturbances. In particular, this period gives a baseline to characterize VLF amplitude and phase modulations in the waveguide cavity related to seismic activity over Europe. In addition, this opportunity let us probe the signal threshold and feed-back into waveguide simulation models. We conclude, proven long-term VLF/LF measurements, the continuous monitoring of the cavity, could be valuable in the assessment of seismic hazard scenarios.

Ref:

Schwingenschuh, K., Prattes, G., Besser, B. P., Mocnik, K., Stachel, M., Aydogar, Ö., Jernej, I., Boudjada, M. Y., Stangl, G., Rozhnoi, A., Solovieva, M., Biagi, P. F., Hayakawa, M., and Eichelberger, H. U.: The Graz seismo-electromagnetic VLF facility, Nat. Hazards Earth Syst. Sci., 11, 1121–1127, https://doi.org/10.5194/nhess-11-1121-2011, 2011.

How to cite: Eichelberger, H., Schwingenschuh, K., Boudjada, M. Y., Besser, B. P., Wolbang, D., Rozhnoi, A., Solovieva, M., Biagi, P. F., Stachel, M., Aydogar, Ö., Muck, C., Grill, C., and Jernej, I.: Characterization of sub-ionospheric VLF/LF waveguides for seismic event studies during solar minimum, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-15760, https://doi.org/10.5194/egusphere-egu2020-15760, 2020.

EGU2020-19124 | Displays | NH4.5

Total Electron Content and Seismic Ambient Noise analysis prior to significant earthquakes

Sabyasachi Sahu, Kajaljyoti Borah, and Prashant Kumar Champati ray

The seismo-ionospheric interaction study with respect to earthquake events using Total Electron Content (TEC) data derived from Global Navigation Satellite Systems (GNSS) receivers can be used to detect pre-earthquake ionospheric anomalies. This is primarily because ionospheric anomaly variation has been emerged as one of the most promising precursors. In recent times, many studies have reported pre-seismic ionospheric anomalies of TEC prior to major earthquakes. However, the results are not uniform and therefore, considerable amount of data processing and validation is required before this can be used in operational mode.  To ensure the seismogenic cause of TEC variation, geomagnetic and solar-activities are also compared with TEC values prior to the earthquakes and our analysis has proved that TEC anomalies can be used as earthquake precursors. Several global events and Himalayan earthquakes have been studied and results are very encouraging for developing a methodology that can qualify for detection of early sign of earthquakes. It may be far from early warning system (EWS) with information on magnitude, location and time, but it is a significant achievement in the field of earthquake geology where no methodology exists on forewarning of seismic events.

 Seismic velocity changes computed by applying modern techniques in seismic interferometry reveals that considerably large earthquakes can trigger a decline in seismic velocity prior to the mainshock. Cross-correlation of diffuse wave fields, including ambient seismic noise can provide the Green’s function between pair of receivers recording seismic activity. Using the known properties of the seismic ambient noise, recorded over a large period of time, seismic velocity changes before the earthquake has been observed which can act as a potential precursor. Decrease in the seismic velocity few days before the main event suggest that co-seismic damage begins to occur even before the mainshock, which could be a result of foreshocks. The main shock records the lowest relative seismic velocity change. The potential use of the ambient noise as an earthquake precursor can be concluded after rigorous analysis.

How to cite: Sahu, S., Borah, K., and Champati ray, P. K.: Total Electron Content and Seismic Ambient Noise analysis prior to significant earthquakes, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19124, https://doi.org/10.5194/egusphere-egu2020-19124, 2020.

EGU2020-9068 | Displays | NH4.5

Satellite thermal monitoring of Balkan region by means of Robust Satellite Techniques: the case of Albania (26 November 2019, Mw 6.4) earthquake

Valerio Tramutoli, Nicola Genzano, Roberto Colonna, Carolina Filizzola, Mariano Lisi, Nicola Pergola, and Valeria Satriano

Since 2001, Robust Satellite Techniques (RST; Tramutoli 1998, 2007) has been used to study - by analyzing long-term TIR observations provided by passive satellite sensors - the enhancement of the Earth thermally emitted radiation, possibly related to seismic activities.

Such an approach has demonstrated to be able (especially when applied to geostationary satellite radiances) to isolate TIR anomalies possibly related to earthquake occurrence from those expected as a consequence of others natural (e.g. meteorological) or observational (e.g. measurement time and/or place) sources. Among the others TIR anomalies, those more significant (in term of Signal/Noise ratio), extended (in space) and persistent (in time) have been considered (SSTAs, Significant Sequence of TIR Anomalies, Eleftheriou et al., 2016) for further analyses. Up to now, long-term statistical correlation analyses between seismic events and RST-based SSTAs carried out in different European seismic regions (i.e. Greece, Italy and Turkey by using MSG-SEVIRI) highlights that the 75% of SSTAs are in apparent space-time relation with earthquakes with magnitude greater than 4. In all testing regions/periods a non-casual relation has been found.

In this paper, we will show the results achieved by real-time thermal monitoring over Albania region at time of the strong earthquake of magnitude Mw 6.4 occurred on 26 November 2019. Moreover, we will discuss about the impact of the use of the "RST-based satellite TIR anomalies" parameter in the framework a multi-parametric system devote to the seismic hazard assessment in the short-term.

How to cite: Tramutoli, V., Genzano, N., Colonna, R., Filizzola, C., Lisi, M., Pergola, N., and Satriano, V.: Satellite thermal monitoring of Balkan region by means of Robust Satellite Techniques: the case of Albania (26 November 2019, Mw 6.4) earthquake, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9068, https://doi.org/10.5194/egusphere-egu2020-9068, 2020.

NH5.1 – Tsunamis

In the NE Atlantic Ocean, the tsunami hazard is mainly associated to large earthquakes occurring along the Azores-Gibraltar plate boundary, to submarine landslides, or even to the flank collapses in the volcanic Islands. The hazard posed by meteotsunami remains less understood in the region. Yet, the Atlantic coasts of Portugal, Spain and France have experienced at least two meteotsunamis on July 2010 and June 2011. On July 6th and 7th 2010, uncommon sea waves were observed along the coast of Portugal. The Portuguese tide-gauge network recorded the sea-level signals showing tsunami-like waves of heights varying from 0.14 to 0.6 m (crest-to-trough) and of periods in the range of 30 to 60 min. Analysis of both oceanic and atmospheric data
revealed the occurrence of a meteotsunami on the night of July 6th that propagated from Lagos, south, up to Viana de Castelo, north. Here, we present the first investigation of the 2010 meteotsunami that struck the coast of Portugal. We use the atmospheric pressure data to force the sea surface and numerically generate the 2010 meteotsunami. We then simulate the 2010 meteotsunami propagation over high resolution bathymetric models using a validated NLSW code. The comparison of the simulated waveforms with the records shows satisfactory agreement of wave heights and periods in most stations. Taking the 2010 event as a reference of meteotsunamis along the Portuguese coast, we provide an insight on the meteotsunami hazard posed by
events propagating from south to north of the country. This is done by considering a 2D Gaussian shape pressure disturbance that propagates along shelf under varying conditions of speed and incident angle. This allows identifying a number of “hot spots” on the coast of Portugal where the focus of meteotsunami energy is favorable. Our results suggest that meteotsunamis present a real threat on the highly occupied Portuguesecoast and therefore should be considered in tsunami hazard and forecasting strategies of the NE Atlantic countries. This work was supported by the FCT funded project FAST- Development of new forecast skills for meteotsunamis on the Iberian shelf (PTDC/CTA-MET/32004/2017).

How to cite: Kim, J. and Omira, R.: Numerical simulation of the July 2010 meteotsunami on the coast of Portugal: Implications for meteotsunami hazard in the NE Atlantic, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7860, https://doi.org/10.5194/egusphere-egu2020-7860, 2020.

EGU2020-771 | Displays | NH5.1 | Highlight

Meteotsunami research in the Strait of Georgia: Critical observational contributions from a student school network on Vancouver Island

Alexander Rabinovich, Jadranka Šepić, and Richard Thomson

Meteorological tsunamis are frequently destructive tsunami-like waves generated by small-scale atmospheric disturbances. Several devastating events occurred recently in various regions of the world oceans, including the Balearic Islands, Sicily, the Adriatic and Black seas, the Great Lakes, the west coast of South Korea, the Netherlands and the Persian Gulf. Although this phenomenon has been actively studied for more than 25 years, the exact mechanism (or mechanisms) responsible for producing these extreme events remains a puzzle. One of the major problems making it difficult to determine the physical process generating meteotsunamis is the absence of a network of simultaneously working precise tide gauges and microbarographs in the affected region. A unique set of high-resolution atmospheric data from the meteorological “school network” of 132 school stations became available for 2008-2019 for the area of southern Vancouver Island and nearby Gulf Islands located in the Strait of Georgia. These data, combined with 1-min sea level data from Canadian Hydrographic Service (CHS) and USA National Oceanic and Atmospheric Administration (NOAA) tide gauges, has enabled us to examine both the spatial and temporal features of mesoscale atmospheric disturbances and coincident properties of the associated sea level oscillations. The data analyses, supported by a series of numerical experiments, has made it possible to reconstruct observed events and to determine the specific atmospheric parameters producing the strongest sea level response in the southern part of the Strait of Georgia. These experiments have helped us to recognize the most effective (and hence, most hazardous) directions and speeds of propagating atmospheric disturbances and to identify “hot spots” along the coast that are under the highest risk of large meteotsunamis.

How to cite: Rabinovich, A., Šepić, J., and Thomson, R.: Meteotsunami research in the Strait of Georgia: Critical observational contributions from a student school network on Vancouver Island, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-771, https://doi.org/10.5194/egusphere-egu2020-771, 2020.

EGU2020-11009 | Displays | NH5.1

Landslides and tsunami generation in large-scale flume experiments and numerical particle-following simulations

Ryan Mulligan, Alessandro Franci, Miguel Celigueta, and W. Andy Take

Tsunamis generated by highly mobile slides in large-scale flume experiments are simulated with a numerical model called the Particle Finite Element Method (PFEM). The numerical technique combines a Lagrangian finite element solution with an efficient remeshing algorithm, and is capable of accurately tracking the evolving fluid free-surface and velocity distribution in highly unsteady flows. The slide material is water, which represents an avalanche or debris flow with high mobility, and the reservoir depth is varied, thereby achieving a range of different near-field wave conditions from breaking waves to near-solitary waves. Experimental observations of fluid velocity and water surface levels are obtained using high-speed digital cameras, acoustic sensors and capacitance wave probes, and the data are used to analyze the accuracy of the PFEM predictions. The numerical model shows the capability of holistically reproducing the entire problem from landslide motion, to impact with water, to wave generation and propagation. Very good agreement with the experimental observations are obtained, in terms of landslide velocity and thickness, wave time series, maximum wave amplitude, wave speed and wave shape. The results demonstrate the potential of this numerical method for simulating mass flows, impacts with water, and the tsunamis generation process.

How to cite: Mulligan, R., Franci, A., Celigueta, M., and Take, W. A.: Landslides and tsunami generation in large-scale flume experiments and numerical particle-following simulations, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11009, https://doi.org/10.5194/egusphere-egu2020-11009, 2020.

EGU2020-9531 | Displays | NH5.1

Ad-hoc estimation of landslide-generated impulse waves – from the lab to the field

Frederic M. Evers and Robert M. Boes

Landslide tsunamis generated by extremely rapid subaerial mass wasting are also referred to as impulse waves and may occur both along coastal areas and in inland waters including engineered reservoirs. The hydraulic process chain comprising wave generation, propagation, and run-up needs to be comprehensively assessed to predict whether these waves represent a threat to the shore and adjacent infrastructure. Hazard assessment studies based on site-specific hydraulic laboratory models and numerical simulations may generally yield quite accurate predictions of the expected wave and run-up heights. While the former involves the availability of specialized lab infrastructure and instrumentation, the latter requires in-depth knowledge of suitable numerical methods as well as experience in their application to scenarios at prototype-scale. Therefore, both approaches are time-consuming, involve high costs, and pose substantial entry thresholds for practitioners. Especially in emergency situations, when first-order estimations need to be quickly at hand, the ad-hoc applicability of these approaches may therefore be limited.

Motivated by an imminent landslide hazard at Carmena reservoir, Switzerland, in 2002, the national supervisory authority for dam safety, the Swiss Federal Office of Energy, commissioned the development of a fast and readily applicable computational procedure. As a result, the first edition of the so-called ‘impulse wave manual’ was published in 2009 and provides an extensive literature review of generally applicable equations derived from lab experiments. It combines selected equations into a coherent computational framework covering all stages of an impulse wave event’s hydraulic process chain. Based on the estimation of e.g. wave and run-up heights, this manual allows to rapidly implement mitigation measures including reservoir drawdown or precautionary evacuation. In addition to an improved emergency planning, the manual proved to be an inexpensive tool to obtain an estimation of an impulse wave event’s magnitude during the preliminary design phase of new reservoirs. Back in 2009, the manual’s literature analysis already identified specific research gaps, leading to the initiation of further experimental investigations. Following these research efforts over the past ten years, a second edition of the manual was published in 2019 featuring an updated computational procedure.

This contribution provides a brief introduction to the updated computational procedure and applies it to prototype events with available survey data, e.g. Chehalis Lake, Canada, in 2007. The comparison to prototype data allows to highlight the procedure’s capabilities as well as its limitations for future ad-hoc estimations of landslide-generated impulse waves.

How to cite: Evers, F. M. and Boes, R. M.: Ad-hoc estimation of landslide-generated impulse waves – from the lab to the field, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9531, https://doi.org/10.5194/egusphere-egu2020-9531, 2020.

EGU2020-11838 | Displays | NH5.1 | Highlight

Field Survey of the 2018 Anak Krakatau Tsunami on the Islands in the Sunda Strait

Hermann M. Fritz, Tubagus Solihuddin, Costas E. Synolakis, Gegar S. Prasetya, Jose C. Borrero, Vassilis Skanavis, Semeidi Husrin, Widjo Kongko, Dinar C. Istiyanto, August Daulat, Dini Purbani, Hadiwijaya Salim, Rahman Hidayat, Velly Asvaliantina, Maria Usman, and Ardito Kodijat

On December 22, 2018, an eruption and partial collapse of the Anak Krakatau volcano generated a tsunami in the Sunda Strait. The tsunami caused catastrophic damage and more than 400 deaths in coastal regions of the Sunda Strait in Lampung (Sumatra) and Banten (Java). An international tsunami survey team (ITST) was deployed 6 weeks after the event to document flow depths, runup heights, inundation distances, sediment deposition, impact on the natural environment and infrastructure. The 4 to 9 February 2019 ITST focused on islands in the Sunda Strait: Rakata, Panjang, Sertung, Sebesi and Panaitan. The survey team logged more than 500 km by small boat. The collected survey data includes almost 100 tsunami runup and flow depth measurements. The tsunami impact peaked along steep slopes facing Anak Krakatau with an 85 m runup on Rakata and an 83 m runup on Sertung. The extreme runup heights were within less than 5 km of Anak Krakatau. Flow depth reached more than 11 m above ground on Sertung where a boat landing was possible and trees remained standing. On Sebesi Island located 15 km northeast of the source tsunami runup heights remained below 10 m. In contrast, tsunami heights exceeding 10 m were observed in the Ujung Kulon National Park located 50 km southwest of Anak Krakatau. The runup distributions on the islands encircling Anak Krakatau highlight the directivity of the tsunami source with the Anak Krakatau collapse towards the southwest. Inundation and damage were mostly limited to within 400 m of the shoreline given the relatively short wavelengths of volcanic tsunamis. Significant variation in tsunami impact was observed along shorelines of the Sunda Strait with tsunami heights rapidly decreasing with distance from the point source. Field observations, drone videos, and satellite imagery are presented. The team interviewed numerous eyewitnesses based on established protocol and educated residents about tsunami hazards. The tsunami caught the locals off guard despite the history and a six-month long eruptive activity in the lead up. Community-based education and awareness programs are essential to save lives in locales at risk from locally generated tsunamis. The 500 m initial height difference between the 1883 Krakatau and 2018 Anak Krakatau collapses provides a perspective on these two tsunamis. Remaining and future tsunami hazards will be affected by volcanic edifice regrowth.

How to cite: Fritz, H. M., Solihuddin, T., Synolakis, C. E., Prasetya, G. S., Borrero, J. C., Skanavis, V., Husrin, S., Kongko, W., Istiyanto, D. C., Daulat, A., Purbani, D., Salim, H., Hidayat, R., Asvaliantina, V., Usman, M., and Kodijat, A.: Field Survey of the 2018 Anak Krakatau Tsunami on the Islands in the Sunda Strait, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11838, https://doi.org/10.5194/egusphere-egu2020-11838, 2020.

EGU2020-13314 | Displays | NH5.1 | Highlight

Field surveys and numerical modeling of the December 2018 Anak Krakatau volcanic tsunami

Mohammad Heidarzadeh, Purna Sulastya Putra, Abdul Muhari, and Septriono Hari Nugroho

We report results of field surveys and numerical modeling of the tsunami generated by the Anak Krakatau volcano eruption on 22 December 2018. We conducted two sets of field surveys of the coastal areas destroyed by the Anak Krakatau tsunami in 26-30 December 2018 and 4-10 January 2020. Field surveys provided information about the maximum tsunami height as well as the most damaged area. The maximum tsunami height was up to 13 m. Most locations registered a wave height of 3-4 m. Tsunami inundation was limited to approximately 100 m. For modeling, we considered 12 source models and conducted numerical modeling. The scenarios have source dimensions of 1.5–4 km and initial tsunami amplitudes of 10–200 m. By comparing observed and simulated waveforms, we constrained the tsunami source dimension and initial amplitude in the ranges of 1.5–2.5 km and 100–150 m, respectively. The best source model involves potential energy of 7.14 × 1013–1.05 × 1014 J which is equivalent to an earthquake of magnitude 6.0–6.1.

How to cite: Heidarzadeh, M., Sulastya Putra, P., Muhari, A., and Hari Nugroho, S.: Field surveys and numerical modeling of the December 2018 Anak Krakatau volcanic tsunami, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13314, https://doi.org/10.5194/egusphere-egu2020-13314, 2020.

EGU2020-21558 | Displays | NH5.1 | Highlight

Modelling 2018 Anak Krakatoa flank collapse and tsunami – effect of landslide failure mechanism and dynamics on tsunami generation

Thomas Zengaffinen, Finn Løvholt, and Geir Pedersen

The 2018 Anak Krakatoa volcano flank collapse and tsunami caused several hundred fatalities. There was no early warning system in place for the landslide triggered tsunami, and there is a lack in understanding on how the failure mechanism affected landslide dynamics and tsunami generation, which we focus on in this study. While researchers previously have modelled the collapse as an instantaneous release, we here illuminate how different landslide failure scenarios, including a gradually released flank failure, influence the tsunami generation. We simulate the material movement by using a viscoplastic flow model with Herschel-Bulkley rheology and we employ a depth-averaged model to both the landslide and the tsunami propagation. A sensitivity study to the gradual mass release, total release volume, the material yield strength, the remoulding coefficient, and landslide directivity is used to shed light on the tsunami generation. Our analysis indicates that an instantaneous mass release in 125 degree SW direction fits the observed waveforms at coastal gauge stations best. In our simulations, we observe, as many other authors, discrepancies between simulated and observed arrival times and wave periods offshore Sumatra. Hence, we have also investigated sensitivity to the bathymetric depth by varying the water depth in areas near the source. Finally, we simulate the tsunami inundation at two coastal sites in southwestern Java using open-source topographic data. Given the limitations in the topographic data, a reasonably good agreement between the simulations and observations are obtained.

How to cite: Zengaffinen, T., Løvholt, F., and Pedersen, G.: Modelling 2018 Anak Krakatoa flank collapse and tsunami – effect of landslide failure mechanism and dynamics on tsunami generation, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21558, https://doi.org/10.5194/egusphere-egu2020-21558, 2020.

EGU2020-436 | Displays | NH5.1

The Lineament South fault system (SW Iberia): New insights and a multiscale view of its seismogenic and tsunamigenic potential

Cristina Sanchez Serra, Eulàlia Gràcia Mont, Roger Urgeles Esclasans, Sara Martínez-Loriente, Rafael Bartolome, Manuela Volpe, Francesco Maesano, Roberto Basili, Fabrizio Romano, Antonio Scala, and Laura Gómez de la Peña

The Lineament South (LS) is a major WNW-ESE trending dextral strike-slip fault located along all the Gulf of Cadiz (SW Iberian margin), and it has been considered as the plate boundary between Africa and Eurasia. The SW Iberian margin hosts a moderate to intermediate seismic activity, however, largest and destructive earthquakes and tsunamis have occurred in this area, such as the 1st of November 1755 Lisbon earthquake and tsunami (Mw ≥ 8.5) and the 28th February 1969 earthquake (Mw 7.8). Our work focus on the LS active structure and their potential seismic and tsunami hazard. To study the LS, we integrated the most advanced technologies in marine geosciences covering different scales of resolution, such as: a) Multibeam echosounder that allows us to obtain a bathymetric map that provides information of the seafloor; b) Sub-bottom profiler to acquire high-resolution seismic profiles of the uppermost layers below seafloor; c) Autonomous Underwater Vehicle (AUV) “Abyss” to carry out a micro-bathymetric survey (2 m resolution); and d) High-resolution 2D multichannel seismic profiles. With these dataset, we characterized the LS structure and their sub-surface, calculated the maximum magnitude earthquake and modelled the worst-case tsunami scenario that this fault may produce. The workflow to develop the tsunami modelling involves the following tasks: 1) Interpretation of the high-resolution seismic profiles; 2) Map the trace of the LS fault; 3) Generate a seismo-stratigraphic model of the fault subsurface; 4) Define the specific attributes and seismic/tsunamigenic parameters of the LS fault system; 5) Determine the maximum magnitude and slip according to Leonard (2014) scaling-laws; and 6) Run the tsunami simulation using the Tsunami-HySEA software. The LS extends for more than 370 km, from the Horseshoe Abyssal Plain to the Gulf of Cadiz Imbricated Wedge, as demonstrated for the sequence of MCS profiles across the lineament. In the AUV map, we can recognize fault traces, which are not continuous and show a set of crests and troughs of a width of 100s of meters. The deformation associated to LS span’s about 2-3 km at the seafloor cutting the seismo-stratigraphic sequences, including the Quaternary unit, which reach up to the seafloor. According to the scaling-law of Leonard (2014), the maximum magnitude earthquake that LS can generate is up to Mw 7.9. An earthquake of this magnitude can produce a tsunami that may affect the SW Iberian Peninsula, with a wave amplitude higher than 1 m. Eventually, the LS may generate a significant earthquake and tsunami along the Portuguese, Spanish and Moroccan coasts.

How to cite: Sanchez Serra, C., Gràcia Mont, E., Urgeles Esclasans, R., Martínez-Loriente, S., Bartolome, R., Volpe, M., Maesano, F., Basili, R., Romano, F., Scala, A., and Gómez de la Peña, L.: The Lineament South fault system (SW Iberia): New insights and a multiscale view of its seismogenic and tsunamigenic potential, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-436, https://doi.org/10.5194/egusphere-egu2020-436, 2020.

The classic approach to tsunami simulation by earthquake sources consists
of computing the vertical static deformation of the ocean bottom due to
the dislocation, using formalisms such as Mansinha and Smylie's [1971] or
Okada's [1985], and of transposing that field directly to the ocean's
surface as the initial condition of the numerical simulation.
We look into the limitations of this approach by developing a very
simple general formula for the energy of a tsunami, expressed as the
work performed against the hydrostatic pressure at the bottom of
the ocean, in excess of the simple increase in potential energy
of the displaced water, due to the irreversibility of the process.
We successfully test our results against the exact analytical solution
obtained by Hammack [1972] for the amplitude of a tsunami generated
by the exponentially-decaying uplift of a circular plug on the ocean
bottom. We define a "tsunami efficiency" by scaling the resulting energy
to its classical value derived, e.g., by Kajiura [1963]. As expected, we
find that sources with shorter rise times are more efficient tsunami
generators; however, an important new result is that the efficiency is
asymptotically limited, for fast sources, to a value depending on the
radius of the source, scaled to the depth of the water column; as this
ratio increases, it becomes more difficult to flush the water out of
the source area during the generation process, resulting in greater
tsunami efficiency. Fortunately, this result should not affect
significantly the generation of tusnamis by mega-earthquakes.

How to cite: Okal, E. and Synolakis, C.: Energy of a tsunami in the framework of an irreversible deformation of the ocean bottom, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3972, https://doi.org/10.5194/egusphere-egu2020-3972, 2020.

EGU2020-3152 | Displays | NH5.1

Numerical simulation of earthquake and tsunami May 9, 1877 at the Chile coast

Raissa Mazova, Leopold Lobkovsky, Jorge Van Den Bosch F, Natalya Baranova, and Gustavo Oses A

Numerical modeling of the generation and propagation of tsunami waves during the earthquake of 1877 in Chile was performed. The possible dynamics of the seismic source are estimated, the wave characteristics of the process and the distribution of the maximum tsunami wave heights along the coast of the considered water area are obtained. On May 9, 1877, at 9:16 pm local time, an earthquake and subsequent tsunami were recorded in the area of ​​Iquique. The epicenter of the earthquake was in the Pacific Ocean near the city of Iquique. The calculated magnitude of the earthquake was estimated at 8.5-8.8. The highest intensity was noted between the cities of Arica, Iquique and Antofagasta, Tokopiglia, Gatiko and Kobikha were also severely affected. All these cities were destroyed. Earthquake victims were reported from Pisco to Antofagasta. In the area of ​​the cities of Iquique, Gatico and Kobiha, five minutes after the earthquake, tsunami waves arrived with a first wave height of 10 to 15 meters. The second wave she came in 15 minutes after the main shock, she was more powerful - her height was from 20 to 23 meters. It should be noted that in various documentary sources the data for a number of points on the Chilean coast are contradictory. So, for example, in Arica the spread of wave heights from 9 to 20m, in Iquique 6-9m, in Kobikha 9-12m, in Mejilones a spread from 12 to 21m. Given the very diverse information on the tsunami wave height on the coast and based on the conclusions of the authors of [1] on the similarity of the continental slope of the deep sea trench near Arica city and Kuril-Kamchatka area, for which the earthquake key model was successfully applied in [2] [3], we suggested that the 1877 earthquake had complex dynamics. For the numerical implementation of this process, it was decided to use the key model of the earthquake, which allows breaking the earthquake source into a large number of block keys, taking into account aftershock activity and bathymetry of the earthquake source area. In this process, the displacement of each block in the source of the earthquake occurs by a different amount at different times. When numerically simulating an earthquake and generating tsunami waves, the key model of the earthquake source allows you to obtain a complex distribution of the maximum wave heights on the shore, for a given dynamics of blocks in the earthquake source.

 

[1] Mazova R.Kh,  Ramirez J.F. Tsunami waves with an initial negative wave on the Chilean coast // Natural Hazards 20 (1999) 83-92. 

[2] Lobkovsky, L. I., Mazova, R. Kh, Kataeva, L Yu., & Baranov, B.V.  Generation and propagation of catastrophic tsunami in the basin of Sea of Okhotsk. Possible scenarios, // Doklady, 410, 528–531 (2006).

[3] Lobkovsky L.I., Baranov BV. Keyboard model of strong earthquakes in island arcs and active continental margins // Doklady of the Academy of Sciences of the USSR. V. 275. № 4. P. 843-847. 1984.

How to cite: Mazova, R., Lobkovsky, L., Van Den Bosch F, J., Baranova, N., and Oses A, G.: Numerical simulation of earthquake and tsunami May 9, 1877 at the Chile coast, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3152, https://doi.org/10.5194/egusphere-egu2020-3152, 2020.

EGU2020-10927 | Displays | NH5.1

Tsunami Observer: automatic system for estimate of tsunamigenicity of an earthquake

Viacheslav Karpov, Sergey Kolesov, Mikhail Nosov, Anna Bolshakova, Gulnaz Nurislamova, and Kirill Sementsov

In this talk the fully automatic system for estimate of tsunamigenicity of an earthquake is presented. The system is focused on simplicity and speed with usage of minimum of input data. The input dataset for the system includes (1) earthquake coordinates, (2) earthquake depth, (3) seismic moment, (4) focal mechanism. We use datasets provided by USGS and GEOFON. Upon receiving earthquake data the system performs the following consecutive actions. At first, the vector field of co-seismic bottom deformation is obtained using earthquake fault parameters and empirical relationships. Then the initial elevation in tsunami source is calculated and estimation of Soloviev-Imamura tsunami intensity is performed. Initial elevation is calculated taking into account vertical and horizontal components of bottom deformation, local bathymetry (GEBCO) and smoothing effect of water layer. An auxiliary study was conducted to obtain relationship between potential energy of initial elevation of water in tsunami source and intensity of resulting tsunami. More than 200 historical events from HTDB/WLD and NGDC/WDS databases was statistically processed. The obtained relationship is used to assess the intensity of tsunami generated by earthquake under consideration. Finally, if event is considered significant (energy > 109 J), the numerical simulation of propagation of tsunami waves is performed. As a result of numerical simulation, animations of wave propagation, distribution of maximum tsunami heights, and water surface time-histories in a number of given points are produced. Details of implementation, physical constraints, future development of system as well as 2-years experience of the system operation will be discussed during the talk.

Acknowledgements

This work was supported by the Russian Foundation for Basic Research, projects 20-07-01098, 20-35-70038, 19-05-00351.

How to cite: Karpov, V., Kolesov, S., Nosov, M., Bolshakova, A., Nurislamova, G., and Sementsov, K.: Tsunami Observer: automatic system for estimate of tsunamigenicity of an earthquake, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10927, https://doi.org/10.5194/egusphere-egu2020-10927, 2020.

EGU2020-19848 | Displays | NH5.1

Faster Than Real Time tsunami simulations – challenges and solutions towards High Performance Exascale Computing

Jorge Macias, Manuel J. Castro, Marc de la Asunción, José Manuel González-Vida, Carlos Sánchez-Linares, Finn Lovholt, and Stefano Lorito

Tsunami simulation in the framework of Tsunami Early Warning Systems (TEWS) is a quite recent achievement, but still limited regarding the size of the problem and restricted to tsunami wave propagation. Faster Than Real Time (FTRT) tsunami simulations require greatly improved and highly efficient computational methods to achieve extremely fast and effective calculations. HPC facilities have the role to bring this efficiency to a maximum possible and drastically reducing computational times. Putting these two ingredients together is the aim of Pilot Demonstrator 2 (PD2) in ChEESE project. This PD will comprise both earthquake and landslide sources. Earthquake tsunami generation is to an extent simpler than landslide tsunami generation, as landslide generated tsunamis depend on the landslide dynamics which necessitate coupling dynamic landslide simulation models to the tsunami propagation. In both cases, FTRT simulations in several contexts and configurations will be the final aim of this pilot.

Among the objectives of our work in ChEESE project are achieving unprecedented FTRT tsunami computations with existing models and investigate the scalability limits of such models; increasing the size of the problems by increasing spatial resolution and/or producing longer simulations while still computing FTRT, dealing with problems and resolutions never done before; developing a TEWS including inundation for a particular target coastal zone, or numerous scenarios allowing PTHA (PD7) and PTF (PD8), an aim unattainable at present or including more physics in shallow water models for taking into account dispersive effects.

Up to now, the two European tsunami flagship codes selected by ChESEE project (Tsunami-HySEA and Landslide-HySEA) have been audit and efficiency further improved. The improved code versions have been tested in three European 0-Tier HPC facilities: BSC (Spain), CINECA (Italy) and Piz Daint (Switzerland) using up to 32 NVIDIA Graphic Cards (P100 and V100) for scaling purposes. Computing times have been drastically reduced and a PTF study composed by around 10,000 scenarios (4 nested grids, 12 M cells, 8 hours simulations) have been computed in 6 days of wall-clock computations in the 64 GPUs available for us at the BSC.

 Acknowledgements. This research has been partially supported by the Spanish Government Research project MEGAFLOW (RTI2018-096064-B-C21), Universidad de Málaga, Campus de Excelencia Internacional Andalucía Tech and ChEESE project (EU Horizon 2020, grant agreement Nº 823844), https://cheese-coe.eu/

How to cite: Macias, J., Castro, M. J., de la Asunción, M., González-Vida, J. M., Sánchez-Linares, C., Lovholt, F., and Lorito, S.: Faster Than Real Time tsunami simulations – challenges and solutions towards High Performance Exascale Computing, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19848, https://doi.org/10.5194/egusphere-egu2020-19848, 2020.

A dense cabled observation network, called the seafloor observation network for earthquakes and tsunami along the Japan Trench (S-net), was installed in Japan. This study aimed to develop a near-real time tsunami source estimation technique using a simple classification of waveforms observed at the ocean bottom pressure sensors in S-net. To investigate the technique, synthetic pressure waveforms at those sensors were computed for 64 tsunami scenarios of large earthquakes with magnitude ranging between M8.0 and M8.8. The pressure waveforms within a time window of 500 s after an earthquake were classified into three types. Type 1 has the following pressure waveform characteristic: the pressure decreases and remains low; sensors exhibiting waveforms associated with Type 1 are located inside a co-seismic uplift area. The pressure waveform characteristic of Type 2 is that one up-pulse of a wave is within the time window; sensors exhibiting waveforms associated with Type 2 are located at the edge of the co-seismic uplift area. The other pressure waveforms are classified as Type 3.

Subsequently, we developed a method to estimate the uplift area using those three classifications of pressure waveforms at sensors in S-net and a method to estimate earthquake magnitude from the estimated uplift area using a regression line. We systematically applied those methods for two cases of previous large earthquakes: the 1952 Tokachi-oki earthquake (Mw8.2) and the 1968 Tokachi-oki earthquake (Mw8.1). The locations of the large computed uplift areas of the earthquakes were well defined by the estimated ones. The estimated magnitudes of the 1952 and 1968 Tokachi-oki earthquakes from the estimated uplift area were 8.2 and 7.9, respectively; they are consistent with the moment magnitudes derived from the source models. Those results indicate that the tsunami source estimation method developed in this study can be used for near-real time tsunami forecasts.

This method is so simple that we do not need any numerical tsunami simulation or other sophisticated techniques but only need the classification of observed pressure data into three types.

How to cite: Tanioka, Y., Inoue, M., and Yamanaka, Y.: Near-real time estimation of tsunami sources using a classification of waveforms observed at dense ocean bottom pressure sensor, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4675, https://doi.org/10.5194/egusphere-egu2020-4675, 2020.

Tsunami warnings in New Zealand rely on first locating and determining size of a large earthquake and then using precomputed simulation results to forecast the threat level and timing of the resulting tsunami. The number of offshore pressure gauges for tsunami monitoring around the world is increasing and it provides the opportunity to develope new methods to forecast tsunamis. In cases where a dense array of offshore pressure gauges is available, a data assimilation method can be applied to estimate the tsunami using the observations of pressure changes. Here we apply the data assimilation method to the tsunami generated from the 2009 Dusky Sound, New Zealand, magnitude 7.8 earthquake and determine a rapid and accurate estimate of the tsunami wave arrival time and size along the west coast of New Zealand.  The tsunami was recorded by the Marine Observations of Anisotropy near Aotearoa (MOANA) OBS network which consists of a total of 30 differential pressure gauges.

We use tsunami waveform inversion applied to Deep‐ocean Assessment and Reporting of Tsunamis (DART) offshore pressure gauge and coastal tide gauge data to estimate the fault slip distribution of the Dusky Sound earthquake. The tsunami from this fault slip estimate is then used as a reference to measure the forecast accuracy from different methods to forecast the tsunami threat in New Zealand’s tsunami warning zones. Methods that are evaluated here include the currently operational tsunami warning procedure in New Zealand, tsunami data assimilation that relies only on the dense pressure gauge array data, and tsunami data assimilation with an initial condition model from W-Phase inversion result.

A good match was found between the forecast from the data assimilation method and observed tsunami waveforms at the Charleston tide gauge station on the west coast of New Zealand's South Island. However, this method gives an accurate forecast only along the west coast of New Zealand because the offshore pressure gauge network is located off the west coast of the South Island. While an advantage of the data assimilation is that no initial condition is needed, we find that our forecast is improved especially along the south and east coasts of the South Island by merging tsunami forward modelling from a rapid W‐phase earthquake source solution with the data assimilation method.

How to cite: Gusman, A., Sheehan, A., and Satake, K.: Improving tsunami forecast with data assimilation on dense pressure gauge arrays: the 2009 Dusky Sound, New Zealand, tsunami, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11411, https://doi.org/10.5194/egusphere-egu2020-11411, 2020.

EGU2020-4349 | Displays | NH5.1 | Highlight

Efficacy of Vertical Evacuation Refuge from Tsunamis (VERT)

Ian Robertson

ABSTRACT:

Virtually every tsunami that has affected coastal communities in the past few decades has resulted in loss of life, often in the tens of thousands or more. Increased population density along tsunami-prone coastlines will only increase the potential for loss of life during future tsunamis. Conventional evacuation planning focuses on early warning systems and horizontal evacuation to the nearest available high ground. While  this approach should be encouraged and improved, there is also a need for vertical evacuation options for areas where horizontal evacuation is not possible, or where residents, for whatever reason, are still in the inundation zone when the tsunami waves arrive.

Vertical evacuation into sturdy buildings that are tall enough to provide refuge areas above the inundation elevation has saved innumerable lives during past tsunamis. Most of these buildings were never designed for tsunami loads, but nevertheless remained intact and protected those who sought refuge in the upper floors.  Seismic design requirements are common in tsunami-prone areas, which increases a building’s potential to survive the tsunami loads.  However, consciously designing for tsunamis would increase the reliability of vertical evacuation significantly.

The 2016 edition of “ASCE 7 – Minimum Design Loads and Associated Criteria for Buildings and Other Structures” includes a new Chapter 6 on Tsunami Loads and Effects. This chapter provides a comprehensive approach to probabilistic tsunami design of buildings and other structures for various performance levels. One section of this chapter provides specific requirements for design of vertical evacuation refuge structures for tsunamis, which results in less than 1% probability of failure during a design level tsunami. It is also strongly recommended that all buildings in the tsunami inundation zone that are tall enough to provide safe refuge should include tsunami design, even if at a less stringent level of performance.

This presentation will discuss the implications of adding tsunami design, evaluate the cost premium involved, and present some recent VERT design and construction projects.

How to cite: Robertson, I.: Efficacy of Vertical Evacuation Refuge from Tsunamis (VERT), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4349, https://doi.org/10.5194/egusphere-egu2020-4349, 2020.

EGU2020-3815 | Displays | NH5.1

Habitat map plays an active role for coastal eco-DRR by multi-stakeholders

Hiroshi Kitazato, Yuri Oki, and Soichiro Yasukawa

Coastal land- and sea-scapes are composed of diverse habitats such as reed bed, salt marsh, tidal-flats, sea grass fields, seaweed grounds, sandy and rocky-shores. Coastal habitats harbor both biodiversity and abundance of coastal lives. These complex coastal ecosystems are sustained by the function of land-sea linked material cycles. Coastal ecosystems provide wide ranges of ecosystem services and processes among natural environments, fisheries, and human livelihoods.  Protecting coastal ecosystems secure material cycle, which is fundamental for sustainable human livelihood in coastal communities prone to disasters. In addition, bio-diverse coastal species such as sea grasses, function as nursery areas for commercially important seafood species such as fishes, clams, shrimps, and others. On the other side, coastal ecosystems provide natural infrastructure for both prevention and reduction from hazardous events, known as ecosystem-based disaster risk reduction (eco-DRR).  For establishing concept of eco-DRR, we need to prepare precise coastal biological, geological and other data including human and social activities.  Habitat map projection is effective way to pile multi-disciplinary data on same GIS grid.  Habitat map, thus, provides common data sets to multiple stakeholders, such as scientists, fishermen, local fish markets and local and federal governments for planning coastal management systems.

    Earthquakes and Tsunamis should give heavy damages on coastal lives and ecosystems in global scale.  Because, more than half of world populations concentrate into vulnerable coastal areas.  Together with the conventional hard-infrastructure measures, we have witnessed in previous disasters, that eco-DRR is both affordable and sustainable solution.  Eco-DRR should be further promoted, not only in the preparedness and mitigation, but also for the better reconstruction from the disasters so to "Build Back Better". We plan to show a couple of best practices in terms of Eco-DRR activities from March 11, 2011 Earthquake and Tsunamis.

How to cite: Kitazato, H., Oki, Y., and Yasukawa, S.: Habitat map plays an active role for coastal eco-DRR by multi-stakeholders, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3815, https://doi.org/10.5194/egusphere-egu2020-3815, 2020.

For a probabilistic tsunami risk assessment of multiple sites, it is important to consider the spatial correlation between tsunami inundation depth and the sites because it affects the aggregated probability distribution of site damages. Various uncertainties such as ground motion, building response characteristics, and material strength are considered in the probabilistic seismic risk assessment. However, any research that evaluates the spatial correlation characteristics of tsunamis is yet to be reported. In this study, we evaluate the macro spatial correlation coefficient of the tsunami inundation depth according to the relative distance in the tsunami run-up region. We firstly constructed the fault parameters of the Sagami trough earthquake which has a large slip off the Kanto area in Japan. The moment magnitude of the earthquake is 8.7, and there are 6,149 small faults. Using the initial water level calculated from the earthquake parameters as input data, we solved the continuous equation and 2D linear long wave equation, targeting Zushi city, Kanagawa Prefecture. The maximum tsunami inundation depth was 8.71 m. We regressed the exponential function (ρ(x) = aexp(bx) + cexp(dx)) for the relationship between the distance from the coastline and the tsunami inundation depth. As a result, we obtained an evaluation formula with a relatively high accuracy. The coefficient were a = 0.4555, b = −0.1653, c = 0.5434, d = −0.007345 and the determination coefficient was 0.992. The results of this study can be used for a probabilistic tsunami risk assessment for multiple sites.

How to cite: Fukutani, Y.: Numerical Study on Spatial Correlation Characteristics of Tsunami Inundation Depth, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4033, https://doi.org/10.5194/egusphere-egu2020-4033, 2020.

Probabilistic Tsunami Hazard Assessment (PTHA) is a fundamental tool for producing time-independent forecasts of tsunami hazards at the coast using data from tsunami generated by local, regional and distant earthquake source. If high resolution bathymetry and topography data at the shoreline are available, local tsunami inundation models can be developed to identify the highest risk areas and derive evidence-based evacuation plans to improve community safety.
This study takes part of the H2020-Euratom NARSIS project (2017-2021), which aims at making significant scientific updates of some elements required for the Probabilistic Safety Assessment, focusing on external natural events (earthquake, tsunami, flooding, high speed winds...). In this framework, we are developing a PTHA approach to estimate the tsunami hazard along the French Mediterranean coasts at a local level. The probability of occurrence of tsunamigenic earthquakes is the foundation of our work as wrong probabilities would lead to a wrong evaluation of the tsunami hazard. We first discuss the various uncertainties from the determination of the tsunami sources to the simulation of the propagation of the tsunami to the coast. We then present the results of tsunami hazard in the city of Cannes (French Riviera).

How to cite: Souty, V. and Gailler, A.: Tsunami hazard associated to earthquakes along the French coasts. A probabilistic approach (PTHA)., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5554, https://doi.org/10.5194/egusphere-egu2020-5554, 2020.

EGU2020-3227 | Displays | NH5.1

A Novel Two-Way Coupled Model for Simulating the Interaction between Fluid flow and Floating Debris

Yan Xiong, Qiuhua Liang, Gang Wang, and Yunsong Cui

Extreme natural hazards such as tsunamis or storm surges have been frequently reported in recent years, posting serious threat to people and their properties. Numerical modelling has provided an indispensable tool to predict these hazardous events and assess their risks. However, most of the current models are based on the assumption of “clean” water and neglect the impact of floating debris as observed in reality. The interactive processes between the floating debris and the background fluid flow have not been well explored and understood. Few reliable modelling tool has been reported for simulating and predicting these complicated processes.

This work presents a two-way dynamic method to couple a 2D shallow flow hydrodynamic model with a discrete element method (DEM) model for simulating and analyzing the interactive process between fluid flow and floating debris under the extreme hydraulic conditions induced by tsunami or flash flooding. The proposed two-way coupling approach uses the high-resolution water depth and velocity predicted by the hydrodynamic model to quantify the hydrostatic and dynamic forces acting on the floating objects; the corresponding counter forces on the fluid are subsequently taken into account by including extra source terms in the governing shallow water equations (SWEs) of hydrodynamic model. This new approach lifts the limitation of traditional approaches that reply on calibrated empirical parameters to quantify the forces. In developing the resulting coupled model, a multi-sphere method (MSM) is adopted and implemented in the DEM model to simulate solid debris. This method ensures that the interaction of fluid and solid is realistically modelled and the application is not restricted by shapes and sizes of debris.

The new coupling model is validated against a dam-break flume experiment with three floating objects impacting two fixed obstacles. The predicted results in terms of water depth and floating object displacements in both horizontal and vertical directions compare well with the experimental observations. Furthermore, the new coupled model is computationally accelerated by implementation on modern GPUs to achieve high-performance computing. It provides a robust and innovative modelling tool for the simulation of large-scale flooding process including debris impact and assess the resulting risk.

How to cite: Xiong, Y., Liang, Q., Wang, G., and Cui, Y.: A Novel Two-Way Coupled Model for Simulating the Interaction between Fluid flow and Floating Debris, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3227, https://doi.org/10.5194/egusphere-egu2020-3227, 2020.

EGU2020-12410 | Displays | NH5.1

Numerical Model of the 1771 Meiwa tsunami and the influence of the reef

Marine Le Gal and Satoshi Mitarai

In 1771, a major tsunami event hit the Yaeyama Islands (Japan) and particularly Ishigaki Island, where 30m run-ups were estimated. As with many other Pacific Islands, Ishigaki Island is surrounded by a reef. Interactions between tsunami waves and reefs have generally been analyzed with idealized models and studies focusing on a specific reef are rare. It has been shown that the influence of the reef is two-fold : it can either amplify or buffer waves. For the particular 1771 event, this influence is still unknown and the present study aims to identify it. Several numerical models were developed using the 2D Nonlinear Shallow Water model of the Telemac system. First, a reference model was build, simulating the real event with an accurate reef representation. Then, altered bathymetry models were generated and compared to the reference model. In our simulations, overall, the reef protected the coast with a 12,5% decrease of the water depth at the shoreline. However channels, disrupting the continuity of the reef, strongly amplified inundations on the nearby coast, with up to 40% increase of the water depth at the shoreline. To go further, this results could provide inside to better manage the coast for future events.

How to cite: Le Gal, M. and Mitarai, S.: Numerical Model of the 1771 Meiwa tsunami and the influence of the reef, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12410, https://doi.org/10.5194/egusphere-egu2020-12410, 2020.

EGU2020-7542 | Displays | NH5.1

Unraveling the AD 1755 Lisbon tsunami through 2DV modelling

Ivana Bosnic and Pedro Costa

Understanding past tsunami events is key to assess tsunami hazard and numerical modelling is a powerful tool to better understand these events. A rising number of studies focusing on palaeotsunami numerical modelling reinforce the potential of this tool to unravel unknown features of past tsunami events. The AD 1755 Lisbon is the largest historical tsunami registered on Western Europe and despite its relevance there are still uncertainties regarding its source, magnitude and wave characteristics.   

This work contributes to a better understanding of the AD 1755 tsunami through the evaluation of the wave characteristics and of the onshore and offshore sedimentary dynamic using Delft3D software (Flow module).  

The study site, Almargem lowland, is located on the Portuguese southern coast (central Algarve) where a two-dimensional vertical (2DV) morphodynamic modelling approach was carried out along 10 vertical layers. Bathymetry is represented by a across-shelf profile with 7 kilometers long thus, extending from the coast up to 50 m deep. Bottom sediments and roughness vary along the profile according to the sediment characteristics of each coastal sector (shelf, beach, dune and lowland area). Boundary conditions were imposed according to three scenarios represented by offshore sinusoidal tsunami waves of 3, 4- and 5-meters height. Tsunami-induced sedimentary dynamics results show that the 3 m wave scenario (50 m depth) present the most compatible scenario with the observed onshore deposit, in particular its 600 m inland extension. Moreover, the dune was singled-out as the main sediment source of the deposit. This source-to-sink relationship confirms previous field and sedimentary results (Costa et al., 2012, Sed Geol).  

A 3D morphodynamic modelling approach carried out by Dourado et al. (in press) on an adjacent study area (Salgados, central Algarve) also pointed to a 3-meter tsunami wave height (at 50 meters deep) and further corroborates the results of this work. Despite good initial results, with harmonization and validation of modelling results, further efforts are necessary to incorporate backwash influence on the onshore sediment dynamics as well as a detailed analysis on the vertical sediment distribution. 

The authors would like to acknowledge the financial support from FCT through projects UIDB/50019/2020 – IDL and PTDC/CTA-GEO/28941/2017 - OnOff. 

How to cite: Bosnic, I. and Costa, P.: Unraveling the AD 1755 Lisbon tsunami through 2DV modelling , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7542, https://doi.org/10.5194/egusphere-egu2020-7542, 2020.

EGU2020-9875 | Displays | NH5.1 | Highlight

Stromboli volcanic island as a source of tsunami hazard for the Tyrrhenian Sea

Filippo Zaniboni, Gianluca Pagnoni, Glauco Gallotti, Stefano Tinti, and Alberto Armigliato

The recent paroxysmal crisis occurring on the island of Stromboli (Tyrrhenian Sea, Italy), manifesting into two main events during summer 2019 (3rd July and 28th August), renovated the attention on the possibility of tsunami generation induced by volcanic activity. The Stromboli edifice is characterized by the Sciara del Fuoco scar on its north-western flank channeling most of the material ejected from the crater to the sea.

In this area, in December 2002, two landslides (the first submarine, the second subaerial) triggered large waves affecting the whole coast of the island, causing severe damages but fortunately no casualties, due to the non-touristic period. The tsunami rapidly dissipated with distance, being observed in Panarea (20 km south-east of Stromboli), as is typical of non-seismic tsunamigenic sources. A similar occurrence during summer would have resulted into dramatic consequences, especially along the Stromboli coasts.

In this study, the tsunamigenic potential associated with destabilized mass along Stromboli flanks is evaluated by means of numerical, in-house developed, codes with the aim of providing insights on the tsunami hazard along the coasts of Stromboli, of the surrounding Aeolian archipelago and in general in a larger domain covering the southern coasts of Tyrrhenian Sea as well.

How to cite: Zaniboni, F., Pagnoni, G., Gallotti, G., Tinti, S., and Armigliato, A.: Stromboli volcanic island as a source of tsunami hazard for the Tyrrhenian Sea, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9875, https://doi.org/10.5194/egusphere-egu2020-9875, 2020.

Among the wide spectrum of volcanic tsunamis, the most devastating events have been caused by extremely explosive eruptions, pyroclastic flows and debris avalanches of underwater or near surface volcanos. The 2015 “orange” alert at the Kick ‘em Jenny submarine volcano in the Caribbean Sea highlighted the challenges in characterizing the tsunami waves for a potential submarine volcanic eruption. The 2018 Anak Krakatau eruption and flank collapse generated tsunami resulted in a near water surface setting of the volcanic vents similar to these laboratory experiments and relevant for the remaining and future tsunami hazards.

Source and runup scenarios are physically modeled using generalized Froude similarity in the three dimensional NHERI tsunami wave basin at Oregon State University. A novel volcanic tsunami generator (VTG) was deployed to study submarine volcanic eruptions with varying initial submergence and kinematics. The VTG consists of a telescopic eruptive column with an outer diameter of 1.2 m. The top cap of the pressurized eruptive column is accelerated vertically by eight synchronized 80 mm diameter pneumatic pistons with a stroke of 0.3 m. More than 300 experimental runs have been performed which include around 120 combinations of velocities and water depths. The variable eruption velocities of the VTG can mimic a wide range of processes ranging from relatively slow mud volcanoes and rapid explosive eruptions. The gravitational collapse of the eruptive column represents the potential engulfment and caldera formation. Water surface elevations and onshore runup are recorded by an array of resistance wave gauges and runup gauges. The VTG displacement is measured with an internal linear potentiometer and above and underwater camera recordings. Water surface reconstruction and kinematics are determined with a stereo particle image velocimetry (PIV) system. The water surface spike from the concentric collision of wave crest is observed under a limited range of Froude numbers. The energy conversion rates from the volcanic eruption to the wave train are quantified for various scenarios. Predictive equations of wave and spike characteristics are obtained and compared with existing linear and non-linear theories. The measured volcanic eruption and tsunami data serve to validate and advance three-dimensional numerical volcanic tsunami prediction models.

How to cite: Liu, Y. and Fritz, H. M.: Large-scale laboratory experiments on tsunamis generated by submarine volcanic eruptions in a wave basin, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11292, https://doi.org/10.5194/egusphere-egu2020-11292, 2020.

EGU2020-22056 | Displays | NH5.1

Hybrid 3D-2D modelling of landslide-generated tsunamis

Moisés Brito, Daniel Conde, José M. Domínguez, and Rui M.L. Ferreira

The tragic tsunami events of Indonesia, the 28th September 2018 Palu Bay landslide and the partial collapse of the Anak Krakatau volcano on the 22nd December 2018, and Greenland, the Karrat Fjord landslide on the 17th June 2017, have brought new attention to slope-failure tsunami genesis. Earlier modelling attempts, based on the Lituya bay tsunami were mostly based on mesh-based solvers of the Navier-Stokes (NS) and incompressible continuity equations. This entailed tracking the interfaces between solid and liquid phases as the granular landslide enters the water.

In this work, we attempt to overcome the limitations of mesh-based models while maintaining affordable the total computational time. For this purpose, we present a methodology to couple the 2D shallow-water solver HiSTAV with the 3D Smooth Particle Hydrodynamics based NS solver DualSPHysics. Recently, DualSPHysics has been coupled with the Chrono-Engine library, developed as general-purpose simulator for three-dimensional multi-body problems with support for very large systems, which benefits from advances the in parallel and distributed computing solutions for fluids and multibody systems. Furthermore, Lagrangian, meshless SPH solvers present many advantages when computing interactions between objects or structures and the flow, naturally dealing with unsteady and nonlinear flows, extreme deformations and complex topological evolutions.

The shallow-water model HiSTAV, developed at CEris, Instituto Superior Técnico, benefits from a computational implementation, featuring a distributed and heterogeneous computing framework for hyperbolic solvers, that makes it particularly suitable to integration with 3D solvers. The mathematical core of HiSTAV is governed by the hyperbolic shallow-water equations, with depth-averaged transport of granular-fluid mixtures, solved by a 1st order explicit and fully conservative method.  Specific changes to the numerical scheme, namely 2nd order discretization and non-hydrostatic pressure terms, are proposed and evaluated regarding the obtained solution quality improvements. The most notable influence of these terms is on breaking wave cases, where 1st order schemes are unable to capture the waveform with an acceptable error.

The proposed modifications, coupled with the computational gains in HiSTAV, aim at providing a fast and robust platform for tsunami modelling at all relevant scales, from source to run-up, in both natural and built environments.

The strategy to couple DualSPHysics and HiSTAV is based on the bi-directional link at the 3D-2D interfaces modified to take into account that the 3D information is not organized in cells or nodes. The solution of the NS equations is integrated in an overlapping region of the domain and provides data that is passed to the 2D domain by the boundary eigenvalues. This strategy is mathematically exact in the absence of complex topography or bottom friction. Boundary conditions for pressure and velocity are then updated at the boundary of the 3D model for the next relevant SPH time step. Computational gains are attained by the fact that the 2D simulations are run in accordance with the 2D CFL condition and thus not at all 3D time steps.

The method is applied to the problem of forecasting the impacts of a landslide induced tsunami in the Tagus estuary.

How to cite: Brito, M., Conde, D., Domínguez, J. M., and Ferreira, R. M. L.: Hybrid 3D-2D modelling of landslide-generated tsunamis, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22056, https://doi.org/10.5194/egusphere-egu2020-22056, 2020.

EGU2020-18230 | Displays | NH5.1

Experimental study on tsunamis generated by landslides

Zhenzhu Meng, Christophe Ancey, and Ivan Maeder

Tsunami generated by landslides is one of the major threats to populations in coastal areas. A recent example is the 2017 Nuugaatsiaq tsunami. The village in Greenland was partially swept by a tsunami created by a landslide that fell into the Karrat Fjord.

We carried out laboratory experiments to understand how the wave characteristics are related to the landslide features. Emphasis was put on slide-water interactions and efficiency of momentum transfers between the two media. We manufactured granular slides made of differently sized particles using plasticine clay, whose density is close to that of real-world materials. The granular mixture could be shaped, which made it possible to study how the leading edge’s shape affected momentum transfer. The mixture was initially placed in a reservoir upstream of a chute, which entered into a water basin. The angle of chute and water depth were kept constant in all our experiments, whereas the material properties and volume were varied systematically. Wave amplitudes and heights were determined from the free-surface variations, which were recorded using a high-speed camera. The velocity field within the water basin was measured using Particle image velocimetry (PIV).  

To compare the waves generated by slides exhibiting different properties, empirical equations for prediction of wave characteristics were used. We discuss the differences between experimental results and predictions based on empirical equations. Among other things, we found that the lower the material’s permeability, the larger the wave amplitude.

How to cite: Meng, Z., Ancey, C., and Maeder, I.: Experimental study on tsunamis generated by landslides, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18230, https://doi.org/10.5194/egusphere-egu2020-18230, 2020.

EGU2020-20733 | Displays | NH5.1

Tsunami modelling on lake scales - a sensitivity analysis

Paola Bacigaluppi, Robert M. Boes, and David F. Vetsch

When simulating tsunamis, one of the major questions that arises in the coastal community is whether a certain set of equations is adequate to predict the behavior of generated waves and their effective impact on the shoreline. This aspect has been analyzed in several studies during the past decades in the context of ocean scales, focusing, for example, on the 2004 Sumatra and 2011 Tohoku events. 

Investigations concerning lake scales, which appear to be very different from ocean ones, have not been considered in-depth yet, to the authors' knowledge. Nevertheless, the urge to have ready-to-use tools to allow a prediction of possible hazardous events due to tsunamis in lakes has grown in the past decades (e.g. Laguna Palcacocha, Peru), especially due to climate warming that tends to enhance slope instabilities.

This contribution provides a sensitivity analysis on lake scales, considering different typologies of modeling equations and softwares. The goal is to allow for an overview and a quantification of possible errors that might occur for specific choices of modeling equations.
This study is part of an ongoing project that aims at investigating the workflow of the processes linked with the tsunami hazard of lakes, triggered by submerged and subaerial landslides.

How to cite: Bacigaluppi, P., Boes, R. M., and Vetsch, D. F.: Tsunami modelling on lake scales - a sensitivity analysis, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20733, https://doi.org/10.5194/egusphere-egu2020-20733, 2020.

EGU2020-4711 | Displays | NH5.1 | Highlight

Lake Tsunamis: Causes, Consequences and Hazard investigated in a multidisciplinary project

Katrina Kremer, Flavio S. Anselmetti, Paola Bacigaluppi, Robert M. Boes, Frederic M. Evers, Donat Fäh, Helge Fuchs, Michael Hilbe, Achim Kopf, Agostiny M. Lontsi, Valentin Nigg, Anastasiia Shynkarenko, Sylvia Stegmann, Michael Strupler, David F. Vetsch, and Stefan Wiemer

Tsunamis can occur in lacustrine environments, similar to marine settings. In lake settings, these tsunamis are mainly generated by mass-movement processes displacing large volumes of water, and triggered by seismic or aseismic phenomena. In Swiss lakes, several historical tsunamis are reported. Some of the most prominent examples are: the 563 AD Lake Geneva tsunami presumably caused by a rockfall-induced delta failure, the 1601 AD Lake Lucerne tsunami caused by earthquake-triggered sublacustrine mass movements, and the 1687 AD Lake Lucerne tsunami that was caused by a delta failure.

 

Nowadays, the shorelines of many Swiss lakes are densely populated and host important infrastructures. The occurrence of lake tsunamis in Switzerland is known, however, we still miss a workflow to assess the hazard related to tsunamis. Within the framework of a multidisciplinary project (Lake Tsunamis: Causes, Consequences and Hazard), funded by the Swiss National Science Foundation and the Federal Office for the Environment, we aim towards better understanding lake-tsunami processes using Swiss lakes as laboratories.

 

The major objectives of this project are to investigate a) the diverse causes of lake tsunamis, b) the geotechnical and sedimentological properties of unstable slope sediment, c) the potentially unstable sediment volumes on charged slopes, d) the wave generation, propagation and shore run-up, e) the onshore and shallow offshore tsunami deposits and d) their related hazard.

 

Since 2018, extensive field work using ocean bottom seismometers and cone penetration tests, as well as laboratory tests on sediment sample have been performed to assess the slope stability during seismic shaking on Lake Lucerne. Tsunami waves have been reproduced at laboratory scale to benchmark the numerical simulations of generation, propagation and run-up of tsunamis in lakes. To characterize and date historical and prehistorical tsunami deposits, on and off-shore sediment cores have been retrieved at Lake Lucerne, Geneva, Zurich and Sils. A first work-flow to assess the tsunami hazard related to earthquake-triggered sublacustrine mass movements is proposed. In this contribution, we will summarise the current status of this project.

How to cite: Kremer, K., Anselmetti, F. S., Bacigaluppi, P., Boes, R. M., Evers, F. M., Fäh, D., Fuchs, H., Hilbe, M., Kopf, A., Lontsi, A. M., Nigg, V., Shynkarenko, A., Stegmann, S., Strupler, M., Vetsch, D. F., and Wiemer, S.: Lake Tsunamis: Causes, Consequences and Hazard investigated in a multidisciplinary project, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4711, https://doi.org/10.5194/egusphere-egu2020-4711, 2020.

EGU2020-1613 | Displays | NH5.1

Deformation and Tsunami Inundation estimates from published slip distributions: How reliable are they?

Jochen Woessner and Rozita Jalali Farahani

A series of large subduction interface earthquakes along the South American coast caused large tsunamis in recent years. Each of these events, such as the 2010 Mw8.8 Maule and the 2015 Mw8.3 Illapel events, provided novel insights to improve tsunami hazard and risk modeling for the region, in particular due to the amount of data collected during post-seismic/ tsunami surveys reporting on coastal deformation, tsunami inundation, and building stock damage. These data are genuinely relevant to evaluate scenario modeling results supporting general approaches to model the tsunami hazard and risk.

Despite the usefulness of rapidly determined finite-fault slip inversions for tsunami warning systems, the reliability of calculated elastic deformations along the coastline based on these models and subsequently tsunami flow depth and runup estimates might be questionable. We primarily shed light on the possible impact of using various solutions for selected historical events by performing full tsunami scenario calculation. We evaluate the inverted slip model solutions from the perspective of a tsunami modeler, i.e. we compare results of the elastic deformation modelling to observed coastal uplift and tsunami inundation against post-seismic survey data. These are important as coastal deformation strongly affects tsunami inundation results. Secondly, we compare observed data to modeled data from inverted slip distributions to solutions based on simulated slip distributions on the same fault geometries to understand the possible range of outcomes. .

Given an inverted slip distribution, we first map those onto the Slab2.0 subduction interface and then calculate stochastic slip distributions. Thereafter, vertical seafloor/coastline deformations are computed using a triangular elastic dislocation model that captures the complexities of the subduction zone geometry. The deformations serve as initial conditions to a high-resolution numerical model that simulates the tsunami wave propagation and coastal inundations. Parallel computations are applied to overcome the large numerical computational efforts needed. Variable land surface roughness based on land cover data is used to simulate the accurate hydraulics of coastal inundation.

Based on our modelling approach, we find that some published slip inversion models are deficient in modelling observed coastal deformation using an elastic deformation model. Only when including tsunami data for the inversions, these models tend to be better constrained. Without these data, finite fault slip inversions for local tsunami forecasts might be misleading in spatial inundation estimates as deformation results may be incorrect. This can happen both ways, either underestimating or overestimating tsunami inundations. While there are many additional aspects in the tsunami modelling procedure, this is an important basic aspect.

Our results show that simulating stochastic slip distributions enables to cover the range of possible deformation and inundation results well. This result underlines that this approach is a useful tool to generate local probabilistic tsunami hazard and risk models.

How to cite: Woessner, J. and Farahani, R. J.: Deformation and Tsunami Inundation estimates from published slip distributions: How reliable are they?, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1613, https://doi.org/10.5194/egusphere-egu2020-1613, 2020.

EGU2020-11048 | Displays | NH5.1

How the choice between nodal planes affects the estimate of tsunami hazard of an earthquake

Anna Bolshakova, Mikhail Nosov, Sergey Kolesov, Gulnaz Nurislamova, and Kirill Sementsov

Usually tsunami warning is issued if a submarine earthquake is registered of magnitude exceeding a threshold, the value of which varies depending on the region where the earthquake took place and on the earthquake depth. Being simple and fast this approach is characterized by quite a low accuracy in the tsunami run-up heights estimate. The forecast accuracy can be improved if, instead of magnitude, we use the potential energy of the initial elevation in the tsunami source, calculated taking into account the earthquake focal mechanism. Automatic system for estimate of tsunami hazard using focal mechanism (Tsunami Observer, http://ocean.phys.msu.ru/projects/tsunami-observer/) was recently developed and implemented. Focal mechanisms derived from analysis of the recorded seismic waveforms has two possible solutions, i.e. two nodal planes. Short after an earthquake it is not possible to determine automatically which of the nodal planes is in fact the fault plane.

The main purpose of this study is to reveal a difference in estimates of the potential energy of the initial elevation obtained making use of the first (NP1) and the second (NP2) nodal planes. All earthquake data including focal mechanism solutions were extracted from the Bulletin of the International Seismological Centre. Totally we processed nearly 6000 earthquakes Mw>6 occurred within the time period 1976 – 2019. All calculations were performed by means of the Tsunami Observer system. It was established that the potential energy calculated with use of NP1 (ENP1) and NP2 (ENP2) datasets can vary more than an order. However for overwhelming majority of seismic events (96.3%) the difference does not exceed two times, for significant number of events (74.1%) the difference does not exceed 1.2 times. In our presentation, we shall provide detailed description of calculation methods we use and the distribution of the ratio ENP1/ENP2. Also we shall discuss the influence of the focal depth and magnitude on the ratio ENP1/ENP2.

Acknowledgements

This work was supported by the Russian Foundation for Basic Research, projects 19-05-00351, 20-07-01098, 20-35-70038

How to cite: Bolshakova, A., Nosov, M., Kolesov, S., Nurislamova, G., and Sementsov, K.: How the choice between nodal planes affects the estimate of tsunami hazard of an earthquake, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11048, https://doi.org/10.5194/egusphere-egu2020-11048, 2020.

EGU2020-5375 | Displays | NH5.1 | Highlight

Tsunami hazard in Cascadia from M7--9 earthquake ruptures

Amir Salaree, Yihe Huang, and Marlon Ramos

The Cascadia Subduction Zone (CSZ) is a 1,200 km plate boundary that poses the greatest seismic hazard in the Pacific Northwest United States. Cascadia tsunamis have been the primary subject of studies on tsunami scenarios along the United States west coast. However, the geographic extent as well as the final size of potential future ruptures in Cascadia are poorly known. This has caused the result of previous studies to remain mostly hypothetical and simply serve as “worst-case scenarios”.

In this study, we calculate the hazard of M7-9 earthquakes using more realistic models that systematically vary both the geographic extent and slip of the rupture. To achieve this goal, we use rupture simulations derived from locking models to provide estimates of coseismic deformation at the ocean floor, and design several rupture scenarios with variable hypocenters and rupture propagation. We then apply shallow water approximation to simulate the full tsunami waveforms and generate tsunami amplitude profiles along the Cascadia coastline. By varying the seismic moment thresholds of the rupture models, we find that regional maximum coastal amplitudes are not unique for a given rupture size. This phenomenon is mostly due to the special coastal geometry as well as the particular slip partitioning of the elongated north-south rupture. In fact, our simulations reveal that beyond a magnitude of Mw≈8.5, increasing the rupture size will not significantly vary the tsunami hazard, especially in southern Cascadia, with the central segments playing the most crucial role. This result has significant implications in identifying the main sources of tsunami hazard along the US west coast, especially as the worst-case rupture scenario does not uniquely correspond to the worst-case tsunami scenario at a given location.

How to cite: Salaree, A., Huang, Y., and Ramos, M.: Tsunami hazard in Cascadia from M7--9 earthquake ruptures, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5375, https://doi.org/10.5194/egusphere-egu2020-5375, 2020.

EGU2020-10505 | Displays | NH5.1

Quasi-real-time on-fault heterogeneous slip distributions for tsunami early warning purposes

Alberto Armigliato, Enrico Baglione, and Stefano Tinti

The study presented here takes the move from two well-known premises in tsunami science: the slip distribution on earthquake faults is heterogeneous and, in the case of tsunamigenic earthquakes, slip heterogeneity influences significantly the distribution of tsunami run-ups, especially for near-field areas. In the perspective of tsunami early warning, a crucial issue is to obtain a reasonable slip distribution within a time significantly shorter than the time taken by the waves to impact the nearest coastlines.

When an earthquake occurs, the only information that becomes available after a few minutes concerns the location of the earthquake and its magnitude. The first finite-fault models (FFM), based on seismic/geodetic data inversion, become available several hours or even days after the earthquake origin time. In the case of tsunamigenic earthquakes, tsunami waveforms useful for inversion become available after the tsunami passage at the recording stations. From the warning perspective, the time to get FFM representations is therefore too long for the near-source coastal areas.

We propose and describe a strategy whose goal is to derive in quasi-real-time a reasonable representation of the heterogeneous slip distribution on the fault responsible for a given tsunamigenic earthquake and to forecast the run-up distribution along the nearest coastlines. The strategy is illustrated in its application to the 16 September 2015 Illapel (Chile) tsunamigenic earthquake.

Realistically, the hypocentre location and the magnitude of the event can be available within two-three minutes. Knowing the hypocentre location permits us to place the fault plane in a definite geographical reference, while the knowledge of magnitude allows to derive the fault dimension and the slip model. A key point here is that we can derive slip models only knowing the magnitude and the location of the hypocenter. Among these models, we adopt simple 2D Gaussian Distributions (GDs), representing the main asperity, whose parameters can be deduced from properly defined regression laws. The 2D-GD simple representation takes a very short time to be derived. To complete the characterization of the tsunamigenic source, focal parameters can be safely derived from seismological databases, while the position of the fault represents a trickier point, as the fault plane is not necessarily centered at the earthquake hypocentre. To take this uncertainty into account, as a first approach three faults for each slip model are considered: 1) a plane centered on the hypocentre, 2) a fault shifted northwards, 3) a fault shifted southwards.

We run tsunami simulations for each adopted slip distribution and for each fault position, and compare the results against the available observed tide-gauge and run-up data in the near-field. We compare the performance of our 2D-GD models with respect to the finite-fault models retrieved from inversion procedures, published months after the 2015 event. We demonstrate that the 2D-GD method performs very satisfactorily in comparison to more refined, non-real-time published FFMs and hence permits to produce reliable real-time tsunami simulations very quickly and can be used as an experimental procedure in the frame of operational tsunami warning systems.

How to cite: Armigliato, A., Baglione, E., and Tinti, S.: Quasi-real-time on-fault heterogeneous slip distributions for tsunami early warning purposes, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10505, https://doi.org/10.5194/egusphere-egu2020-10505, 2020.

EGU2020-6836 | Displays | NH5.1

A study of the generation mechanism of the ocean gravity waves excited by seismic surface waves, based on the comparison of the numerical experiments results and observation data

Kirill A. Sementsov, Mikhail A. Nosov, Sergey V. Kolesov, Viacheslav A. Karpov, Hiroyuki Matsumoto, and Yoshiyuki Kaneda

The DONET (Dense Oceanfloor Network System for Earthquakes and Tsunamis) is a submarine cabled real-time seafloor observatory network for precise earthquake and tsunami monitoring. Ten DONET observatories were in operation during the 2011 Tohoku-Oki event near the Pacific coast of Honshu Island. Each observatory was equipped with an ocean bottom pressure gauge (PG) and a three-component ocean bottom seismometer (OBS). A comparative analysis of the PG and OBS records revealed that shortly after seismic surface waves traversed the DONET region, free gravity waves were observed within the water layer. The period of these gravity waves was approximately 170 s, the peak-to-peak amplitude was approximately 3.5 cm, the length was on the order of 22 km, and the phase velocity was 134 m/s. We performed numerical simulations of the observed gravity waves using a combined 2D/3D numerical model. The ground motions required for the simulation were reconstructed from records provided by the DONET OBSs and the nearest ground-based GPS stations. The synthetic bottom pressure variations are in good agreement with the DONET PG records. The synthetic displacements of the ocean surface throughout the simulation domain showed that the observed gravity waves were excited directly above the submarine slopes. Theoretical estimates and numerical experiments revealed the generation mechanism of the observed gravity waves. The results showed that (1) horizontal, rather than vertical, bottom movements play a key role in their generation, (2) the amplitude of the excited gravity waves is determined by the amplitude of the dynamic horizontal bottom motions, while the contribution of horizontal static bottom displacements is insignificant, and (3) the amplitude of the excited gravity waves depends on the relative orientation of the slope and the propagation direction of the seismic surface waves.

The study was supported by Russian Foundation for Basic Research (projects 20-35-70038, 19-05-00351, 20-07-01098).

Sementsov, K. A., Nosov, M. A., Kolesov, S. V., Karpov, V. A., Matsumoto, H., & Kaneda, Y. (2019). Free gravity waves in the ocean excited by seismic surface waves: Observations and numerical simulations. Journal of Geophysical Research: Oceans, 124, 8468–8484. https://doi.org/10.1029/2019JC015115

Nosov, M. A., Sementsov, K. A., Kolesov, S. V., Matsumoto, H. & Levin, B. W. (2015). Recording of gravity waves formed in the ocean by surface seismic waves during the earthquake of March 11, 2011, off the coast of Japan. Doklady Earth Sciences, 461 (2), 408-413. https://doi.org/10.1134/S1028334X15040121

How to cite: Sementsov, K. A., Nosov, M. A., Kolesov, S. V., Karpov, V. A., Matsumoto, H., and Kaneda, Y.: A study of the generation mechanism of the ocean gravity waves excited by seismic surface waves, based on the comparison of the numerical experiments results and observation data, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6836, https://doi.org/10.5194/egusphere-egu2020-6836, 2020.

EGU2020-21209 | Displays | NH5.1

A new and efficient procedure for dispersive tsunami simulations on spherical coordinates based on a hyperbolic approach

Cipriano Escalante Sanchez, Manuel J. Castro Díaz, José Manuel González Vida, Jorge Macías Sánchez, Stefano Lorito, and Fabrizio Romano

When tsunamigenic events are simulated in deep to moderately deep waters, frequency dispersion effects may become mandatory. In the framework of dispersive systems, non-hydrostatic pressure type models have been shown to be able to describe weakly dispersive waves [2,3]. Although promising results begin to glimpse nowadays, dispersive solvers are still far from being robust, efficient and able to compute on a faster than real-time (FTRT) basis. The main difficulty that presents this type of systems is that at each time step a parabolic-elliptic problem has to be numerically solved and a high computational effort is required.

In [1] a novel weakly non-linear and weakly dispersive system that takes into account dispersive effects is presented. The main advantage is that the system is strictly hyperbolic and that any explicit numerical scheme can be applied to solve numerically the equations.

We will present new numerical results from an upgrade of the system presented in [1], considering curvature effects through a rewriting of the system in spherical coordinates. The numerical results will cover some standard field validation tests involving tsunami propagation waves. Besides, the explicit numerical scheme has been implemented exploiting the power of modern GPU architectures (CUDA). Then, numerical results along with some computational times will show that this numerical model opens a new line on tsunami simulation scenarios, using a new, efficient and accurate procedure to produce FTRT tsunami propagation including dispersive effects.

Acknowledgments: This research has been partially supported by the Spanish Government Research project MEGAFLOW (RTI2018-096064-B-C21), Universidad de Málaga, Campus de Excelencia Internacional Andalucía Tech and ChEESE project (EU Horizon 2020, grant agreement Nº 823844), https://cheese-coe.eu

[1] C. Escalante, M. Dumbser, M. Castro, An efficient hyperbolic relaxation system for dispersive non-hydrostatic water waves and its solution
with high order discontinuous galerkin schemes, Journal of Computational Physics 394 (2019) 385 – 416.

[2] C. Escalante, T. Morales, M. Castro, Non-hydrostatic pressure shallow flows: Gpu implementation using finite volume and finite difference
scheme, Applied Mathematics and Computation (2018) 631–659.

[3] Y. Yamazaki, Z. Kowalik, K. Cheung, Depth-integrated, non-hydrostatic model for wave breaking and run-up, Numerical Methods in Fluids
61 (2008) 473–497.

How to cite: Escalante Sanchez, C., Castro Díaz, M. J., González Vida, J. M., Macías Sánchez, J., Lorito, S., and Romano, F.: A new and efficient procedure for dispersive tsunami simulations on spherical coordinates based on a hyperbolic approach, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21209, https://doi.org/10.5194/egusphere-egu2020-21209, 2020.

EGU2020-6900 | Displays | NH5.1

Towards near-realtime computation of tsunami inundation as part of the LEXIS project

Natalja Rakowsky, Harig Sven, Androsov Alexey, Goubier Thierry, Neuwirth Hannah, and Kersten Lucas

State of the art tsunami warning systems employ a combined approach of pre-computed scenarios and on the fly tsunami simulation in case of an event. The on the fly simulations are performed on rather coarse meshes (approx. 1km resolution), usually neglect e.g., the non-linear advection in the shallow water equations, and can deliver a reasonable estimate of the wave height at the coast within a few seconds of computation time. As in the early warning situation, the earthquake source is the major unknown, they can improve the hazard assessment compared to pre-computed scenarios based on idealized sources.

On the other hand, it requires a resolution of approximately 10m on land and the non-linear shallow water equations augmented by terms like the bottom roughness to simulate the inundation in the quality needed to derive risk maps for civil protection measures. With the simulation code TsunAWI, which employs an unstructured triangular mesh to seamlessly change the spatial resolution from a few meters in an area of interest to a few kilometers in the deep ocean, such simulations can be performed with a regional focus in less than 20min computation time.

Hence, with a coarsened resolution, a first estimate of the inundation could be provided within a few minutes, improving the near-realtime assessment of the hazard. We investigate which quality of inundation result can be achieved within a limited computation time, regarding computing platforms based on various generations of Intel Xeon from Broadwell to Cascade Lake.

This investigation is part of the EU funded LEXIS project lead by It4Innovations, Ostrava, Czech Republic. The overall aim is to build an advanced engineering platform at the confluence of HPC, Cloud and Big Data. Of particular interest is the development of time constrained workflows over HPC and cloud resources, with a pilot combining tsunami simulations and earthquake damage assessment. Fast tsunami inundation estimates are a key element of that pilot.

 

 

How to cite: Rakowsky, N., Sven, H., Alexey, A., Thierry, G., Hannah, N., and Lucas, K.: Towards near-realtime computation of tsunami inundation as part of the LEXIS project, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6900, https://doi.org/10.5194/egusphere-egu2020-6900, 2020.

In the framework of operational conditions, the real time coastal modeling in near field is challenging to obtain accurate and reliable tsunami warning products for flooding hazard. Two main approaches are usually developed to generate maps of forecasting inundation and impacts for planning community response. One produces coastal predictions with run-up computation by solving numerically high-resolution forecast models in real time, taking into account all local effects. However, these runs depend on the availability of fine bathymetry/topography grids along the shore and are too time consuming in near field and operational context. The second approach is based on early prediction tools of the coastal wave amplitude calculated from empirical laws or transfer functions derived from these laws. Such tools are suitable in near field context (almost ten times faster than the high-resolution runs), but all local effects are not well taken into account and the assessment of run-up is missing. The linear approximations of coastal tsunami heights are provided very quickly, with global and conservative estimates.

Within the French Tsunami Warning Center (CENALT), a forecast method based on coastal amplification laws is being implemented. This fast prediction tool provides a coastal tsunami height distribution, calculated from the numerical simulation of the deep ocean tsunami amplitude and using a transfer function derived from the Green’s law. The method involves maps of regionalized values of the empirical correction factor function of the coastal configuration, as a way to amplify or attenuate specific local geometries. Due to a lack of tsunami observations in the NEAM basin, coastal amplification parameters are defined by trial and error regarding high resolution nested grids simulations on the basis of a set of historical and synthetic sources. A method to optimize these local amplification factors by minimizing a cost function is being developed at UCD. Comparisons are shown for several French coastal sites.

The local tsunami wave heights modeled from the extended Green’s law present a good agreement with the time-consuming high resolution models. The linear approximation is obtained within 1 min and provides estimates within a factor of two in amplitude. Although the resonance effects in harbors and bays are not reproduced and the horizontal inundation calculation needs to be studied further, this method is well suited for an early first estimate of the coastal tsunami threat forecast.

How to cite: Gailler, A. and Giles, D.: Comparison of local amplification factors for fast forecast coastal tsunami amplitude modeling based on the extended Green’s law, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7412, https://doi.org/10.5194/egusphere-egu2020-7412, 2020.

EGU2020-557 | Displays | NH5.1

A new predictor for tsunami runup

Martin Wronna, Utku Kânoğlu, and Maria Ana Baptista

We present a new Tsunami Runup Predictor (TRP). The TRP includes the length of the beach slope, the length of the accelerating phase of the wave plus the amplitude ratio for leading depression waves.

We use numerical and analytical tools to compute the runup for a dataset of 210 initial tsunami waveforms. In our tests, the slope angle of the beach varies between 1 and 5 degrees and the distance of the initial wave to the coast varies between 50 and 360 km. The results show a high correlation between the TRP and the dimensionless runup, enabling the definition of an empirical formula to predict the runup.

We further test the empirical formula using a set of past events with field data. The comparison of the empirical estimates with the runup measurements of post-tsunami surveys gives promising results.

The TRP allows estimating the tsunami runup in real-time once the offshore waveform is known.

The capacity to predict the maximum runup along the coast in real-time and include it in routine operations of Tsunami Early Warning Systems will constitute an enormous advance.

The authors would like to acknowledge the financial support  FCT through project UIDB/50019/2020 – IDL.

How to cite: Wronna, M., Kânoğlu, U., and Baptista, M. A.: A new predictor for tsunami runup, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-557, https://doi.org/10.5194/egusphere-egu2020-557, 2020.

EGU2020-18639 | Displays | NH5.1

The SIMIT-THARSY project: Upgrading the real-time monitoring system and risk assessment for earthquakes and tsunami on the Maltese islands

Sebastiano D'Amico, Matthew Agius, Daniela Farrugia, and Pauline Galea

Within the SIMIT-THARSY project, the Maltese islands are upgrading their infrastructure for real-time earthquake and tsunami monitoring. The addition, through the project, of further broadband seismic stations to the Malta Seismic Network (MSN), managed by the Seismic Monitoring and Research Group (SMRG) of the University of Malta, has greatly improved the coverage for earthquake observations. The MSN now consists of eight broadband stations which will all feature online transmission, while a further three stations are planned. This upgrading means that smaller magnitude earthquakes occurring in all areas around the Maltese islands can be better detected and located. Such seismicity and microseismicity, although not generally presenting a threat to the islands, is helping to understand the nature and configuration of active faults on- and offshore the Maltese islands, which could potentially generate larger- magnitude events. Real-time earthquake monitoring, archiving and routine processing is carried out through SeisComP3 software, which is also used to create a virtual Mediterranean network for the monitoring of seismic activity in the Mediterranean basin and beyond. Also through the SIMIT-THARSY project, the SMRG has installed the tsunami monitoring package TOAST ((Tsunami Observation And Simulation Terminal) which integrates with SeisComP3 to detect tsunamigenic earthquakes, rapidly generate wave propagation simulations and predict arrival times and wave parameters at a pre-determined set of points of interest. This system, which is now operative, will contribute information to an eventual tsunami alert and preparedness programme that will be adopted by the national Civil Protection Department. A sea-level monitoring gauge will also be installed in the study area of Marsaxlokk Bay, southeast of Malta, which will contribute to the IOC online sea-level network that is integrated into the TOAST software for tsunami verification and modelling purposes.

Within the SIMIT-THARSY programme we are also implementing a seismic and tsunami-vulnerability index survey of buildings in the study area, together with geophysical investigations, which will be used to elaborate earthquake shaking and tsunami scenarios and form part of a Web-GIS database for preparedness and emergency management. In particular, single-station ambient noise measurements and seismic array analysis have been carried out in the test sites and earthquake scenarios will be computed combining both low and high frequency simulation methods. The results will be used to integrate the decision system mechanism in support of emergency planning.

SIMIT-THARSY is funded by the INTERREG V-A Italia-Malta Operational Programme (2014 – 2020)). The project partners are the Civil Protection Departments of Sicily and Malta and the Universities of Palermo, Catania and Malta.

How to cite: D'Amico, S., Agius, M., Farrugia, D., and Galea, P.: The SIMIT-THARSY project: Upgrading the real-time monitoring system and risk assessment for earthquakes and tsunami on the Maltese islands, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18639, https://doi.org/10.5194/egusphere-egu2020-18639, 2020.

EGU2020-13990 | Displays | NH5.1

A meshfree model for tsunami wave propagation

Zili Zhou and Patrick Lynett

The nonlinear deformation and run-up of tsunami waves on a plane beach and in a constant depth section are studied numerically and analytically based on a Meshfree Shallow Water Model. Because of the strong nonlinearity on the boundary of the propagation, issues like mesh distortion and discontinuous oscillation easily happen in the traditional mesh-based methods (e.g., FVM, FDM). But in the meshfree method, the drastic nonlinear changes can be well approximated by the high spectrum.

The study region is a rectangle, and the boundary condition is homogeneous, so the model meets the spectral expansion condition. And then, the trigonometric functions of a high order and high frequency can be used to solve mesh distortion and discontinuous oscillation problems. This means that the waves are simulated by multiple overlaid wavelets, making the simulation more similar to actual scenarios. The wave height (H) and horizontal wave speeds (U, V) are described by different trigonometrical series combinations.

Analytical methods including Fourier series expansion are used in the spatial dimension. After the expansion, we have the nonlinear partial differential equations with unknown coefficients, and they are functions of time. The Finite Difference Method is used in the time dimension. We choose the semi-implicit scheme to discretize the equations. This scheme saves much time since the model does not need to calculate the inversion matrix in every time step. Without this time-consuming task, compared to traditional mesh-based methods, the meshfree method can do less work, and the result will still be better, because the meshfree method (spectral method) can still be stable with a relatively big time step, while big time steps can cause inaccurate results in traditional mesh-based methods. Also, even though the numerical method is applied in the time dimension, time is only one dimensional, which makes the results not far away from the exact solutions. Since the series (or kernel, or basis) used to describe H, U, V is the orthogonal set. And All orthogonal sets remain continuous and smooth even when they oscillate strongly at a higher order. In this way, the leading causes of the drastic change problem are reduced to: 1. the calculation error, which means we need to try different integrations and find the optimal one; 2. the time step size is not small enough, which leads to more partial analysis on the boundary.

How to cite: Zhou, Z. and Lynett, P.: A meshfree model for tsunami wave propagation, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13990, https://doi.org/10.5194/egusphere-egu2020-13990, 2020.

EGU2020-1956 | Displays | NH5.1

Analytical Model for Tsunami Propagation including Source Kinematics

Mauricio Fuentes, Francisco Uribe, Sebastian Riquelme, and Jaime Campos

There are only a few analytical 2+1 D models for tsunami propagation, in which most of them treat the tsunami generation as an isolated part from a static deformation field, usually obtained from seismic models. This work examines the behavior of the tsunami propagation in a simple set-up including a time source function which accounts for a time description of the rupture process on the seismic source. An analytical solution is derived in the wavenumber domain, which is quickly inverted to space with the Fast Fourier Transform. The solution is obtained in closed form in the 1+1D case. The inclusion of temporal parameters of the source such as rise time and rupture velocity reveals a specific domain of slow earthquakes that enhance the tsunami amplitudes and produce non-negligible shifts on the arrival times. The obtained results confirm that amplification occurs when the rupture velocity matches the long-wave tsunami speed and the static approximation corresponds to a limit case for (relatively) fast ruptures. 

How to cite: Fuentes, M., Uribe, F., Riquelme, S., and Campos, J.: Analytical Model for Tsunami Propagation including Source Kinematics, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1956, https://doi.org/10.5194/egusphere-egu2020-1956, 2020.

EGU2020-8041 | Displays | NH5.1

Probabilistic Tsunami Hazard Analysis: High Performance Computing for Massive Scale Monte Carlo type Inundation Simulations

Steven J. Gibbons, Manuel J. Castro Díaz, Sylfest Glimsdal, Carl Bonnevie Harbitz, Maria Concetta Lorenzino, Stefano Lorito, Finn Løvholt, Massimo Nazaria, Fabrizio Romano, Jorge Macías Sánchez, Jacopo Selva, Roberto Tonini, José Manuel González Vida, Manuela Volpe, and Malte Vöge

Probabilistic Tsunami Hazard Analysis (PTHA) is an approach to quantifying the likelihood of exceeding a specified metric of tsunami inundation at a given location within a given time interval. It provides scientific guidance for decision making regarding coastal engineering and evacuation planning. PTHA requires a discretization of many potential tsunami source scenarios and an evaluation of the probability of each scenario. The classical approach of PTHA has been the quantification of the tsunami hazard offshore, while estimates of the inundation at a given coastal site have been limited to a few scenarios. PTHA, with an adequate discretization of source scenarios, combined with high-resolution inundation modelling, has been out of reach with existing models and computing capabilities with tens to hundreds of thousands of moderately intensive numerical simulations being required. In recent years, more efficient GPU-based High Performance Computing (HPC) facilities, together with efficient GPU-optimized shallow water type models for simulating tsunami inundation, have made a regional and local long-term hazard assessment feasible. PTHA is one of the so-called Pilot Demonstrators of the EC-funded ChEESE project (Center of Excellence for Exascale Computing in the Solid Earth) where a workflow has been developed with three main stages: source specification and discretization, efficient numerical inundation simulation for each scenario using the HySEA numerical tsunami propagation model, and hazard aggregation. HySEA calculates tsunami offshore propagation and inundation using a system of telescopic topo-bathymetric grids. In this presentation, we illustrate the workflows of the PTHA as implemented for HPC applications, including preliminary simulations carried out on intermediate scale GPU clusters. Finally, we delineate how planned upscaling to exascale applications can significantly increase the accuracy of local tsunami hazard analysis.

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).

How to cite: Gibbons, S. J., Díaz, M. J. C., Glimsdal, S., Harbitz, C. B., Lorenzino, M. C., Lorito, S., Løvholt, F., Nazaria, M., Romano, F., Sánchez, J. M., Selva, J., Tonini, R., Vida, J. M. G., Volpe, M., and Vöge, M.: Probabilistic Tsunami Hazard Analysis: High Performance Computing for Massive Scale Monte Carlo type Inundation Simulations, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8041, https://doi.org/10.5194/egusphere-egu2020-8041, 2020.

Historical data indicate that the Middle America subduction zone represents the primary tsunamigenic source that affects the Central American coastal areas. In recent years, the tsunami potential in the region has mainly been assessed using maximum credible earthquakes or historical events showing moderate tsunami potential. However, such deterministic scenarios are not provided with their adequate probability of occurrence. In this study, earthquake rates have been combined with tsunami numerical modeling in order to assess probabilistic tsunami hazard posed by local and regional seismic sources. The common conceptual framework for the probabilistic seismic hazard assessment has been adapted to estimate the probabilities of exceeding certain tsunami amplitudes along the Central American Pacific coast. The study area encompasses seismic sources related to the Central America, Colombia and Ecuador subduction zones. In addition to the classical subduction inter-plate events, this study also incorporates sources at the outer rise, within the Caribbean crust as well as intraslab sources. The study yields conclusive remarks showing that the highest hazard is posed to northwestern Costa Rica, El Salvador and the Nicaraguan coast, southern Colombia and northern Ecuador. In most of the region it is 50 to 80% likely that the tsunami heights will exceed 2 m for the 500 year time exposure (T). The lowest hazard appears to be in the inner part of the Fonseca Gulf, Honduras. We also show the large dependence of PTHA on model assumptions. While the approach taken in this study represents a thorough step forward in tsunami hazard assessment in the region, we also highlight that the integration of all possible uncertainties will be necessary to generate rigorous hazard models required for risk planning.

How to cite: Zamora, N. and Babeyko, A. Y.: Probabilistic Tsunami Hazard Assessment for Local and Regional Seismic Sources Along the Pacific Coast of Central America, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-607, https://doi.org/10.5194/egusphere-egu2020-607, 2020.

EGU2020-6764 | Displays | NH5.1

Systematic comparison of different numerical approaches for tsunami simulations at the Chilean coast as part of the RIESGOS project

Sven Harig, Natalia Zamora, Alejandra Gubler, and Natalja Rakowsky

There is a growing number of numerical models for tsunami propagation and inundation available, based on different spatial discretizations and numerical approaches. Since simulations carried out with such models are used to generate warning products in an early warning context, it is crucial to investigate differences emerging from the chosen algorithms for simulation and warning product determination. Uncertainties regarding the source determination within the first minutes after a tsunami generation might be of major concern for an appropriate warning at the coast, still, the sensitivity of warning products with respect to pre-computed simulation database contents or on-the-fly calculations are of crucial importance as well.

In this study, we investigate the performance of three models (TsunAWI, HySEA, COMCOT) in the oceanic region offshore central and northern Chile with inundation studies in Valparaíso and Viña del Mar. The investigation forms part of the tsunami component in the RIESGOS project dealing more general with multi hazard assessments in the Andes region. The numerical implementation of the models include both a finite element approach with triangular meshes of variable resolution as well as finite difference implementations with nested grids for the coastal area. The tsunami sources are identical in all models and chosen from an ensemble of events used in an earlier probabilistic study of the region. Additionally, two historic events are considered as well to validate the models against the corresponding measurements.

We compare results in virtual gauges as well as actual tide gauge locations at the Chilean coast. Inundation areas are determined with high resolution and employing the model specific wetting and drying implementations. We compare the model results and sensitivities with respect to spatial resolution and parameters like bottom friction and bathymetry  representation in the varying mesh geometries.

How to cite: Harig, S., Zamora, N., Gubler, A., and Rakowsky, N.: Systematic comparison of different numerical approaches for tsunami simulations at the Chilean coast as part of the RIESGOS project, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6764, https://doi.org/10.5194/egusphere-egu2020-6764, 2020.

EGU2020-4021 | Displays | NH5.1 | Highlight

Tsunami Resonance Characterization and Response in Japan Due to Transpacific Sources

Yuchen Wang, Natalia Zamora, Marco Quiroz, Kenji Satake, and Rodrigo Cienfuegos

Tsunami resonance in the bays/harbors and the continental shelf leads to amplification of the wave heights and extends the duration of wave activity. Therefore, for the early warning systems and emergency response, it is important to understand the resonance behavior and mechanism. Tsunami resonance is caused by reflection and interference of tsunami waves from the edge of a harbor or continental shelf. The resonance over continental shelf is controlled by the bathymetry characteristics, and the bay/harbor resonance is mostly due to the features of the coastline. However, quantifying the impact in Japan from transpacific sources has not been systematically conducted. In this study, we assess the tsunami resonance processes from transoceanic and local sources in the ports of Japan. We first analyze the characteristics of the resonance behavior based on past events and also generate a set of ruptures like the 1730 Valparaiso earthquake to forecast these effects in Japan for a future event along the central Chilean margin. With the synthetic earthquake sources, we are able to further characterize the area using a larger number of tsunami events.

How to cite: Wang, Y., Zamora, N., Quiroz, M., Satake, K., and Cienfuegos, R.: Tsunami Resonance Characterization and Response in Japan Due to Transpacific Sources, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4021, https://doi.org/10.5194/egusphere-egu2020-4021, 2020.

EGU2020-2557 | Displays | NH5.1

Tsunami source consideration of the 1662 Hyuga-nada earthquake occurred off Miyazaki Prefecture, Japan

Kei Ioki, Yusuke Yamashita, and Yoshihiro Kase

Hyuga-nada region is located at the south-western part of Nankai Trough, in the Pacific Ocean. M7-class interplate earthquakes are repeatedly occurred by the subducting Philippine Sea plate beneath the Eurasian plate. The largest earthquake in this area was the 1662 Hyuga-nada earthquake (M=7.6) which occurred off Miyazaki Prefecture, south-eastern area of Kyushu region, Japan, and generated tsunami (after called the 1662 tsunami). Strong ground motion hit and many structures were broken near the coast of Miyazaki Prefecture. The tsunami heights were estimated at least 4-5 m along the coast of Miyazaki city, and more than 200 people died by the earthquake and tsunami by historical records. This region is also active area of the shallow slow earthquakes. The 1662 tsunami was much larger than tsunamis generated by usual M7-class interplate earthquakes. It is known by the 2011 Tohoku earthquake that focal area of shallow slow earthquakes also become a tsunami source area. So, we hypothesized that the 1662 unusual large tsunami was caused by the coseismically slipping of focal area of shallow slow earthquakes. We firstly constructed the fault model of the 1662 earthquake based on the recent result of geophysical observation. To examine the tsunami source of the 1662 earthquake, we surveyed the 1662 tsunami deposits in the lowland along the coast of south-eastern Kyushu region. As a result, sandy event deposits interbedded with clay (organic clay) were recognized at several surveyed points. Based on facies features, these event deposits were possibly formed by the 1662 tsunami. Numerical simulation of the tsunami was carried out using the constructed fault model. Calculated tsunami inundation area can explain distribution of the likely tsunami event deposits at Komei, Miyazaki Prefecture. Furthermore, this study compares calculated tsunami inundation areas, distribution of other surveyed tsunami deposits and tsunami heights of historical records. Tsunami source of the 1662 earthquake proposed by our study could better explain geophysical, geological and historical records.

How to cite: Ioki, K., Yamashita, Y., and Kase, Y.: Tsunami source consideration of the 1662 Hyuga-nada earthquake occurred off Miyazaki Prefecture, Japan, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2557, https://doi.org/10.5194/egusphere-egu2020-2557, 2020.

EGU2020-3006 | Displays | NH5.1

CFD simulations of tsunamis from large scale propagation up to local coastal impacts

Richard Marcer, Camille Journeau, and Kévin Pons

EGU2020-13940 | Displays | NH5.1 | Highlight

Modelling of Tsunami Inundation in 2011 at the Sites of Three Nuclear Power Plants - Onagawa, Fukushima Daiichi and Fukushima Daini

Oleksandr Pylypenko, Mark Zheleznyak, Raisa Demchenko, Sergii Kivva, Maxim Sorokin, and Pavlo Dykyi

The coastal areas of three nuclear power plants (NPP) in the Tohoku region of Japan were impacted by the tsunami waves of the earthquake on 11 March 2011. The overtopping of the tsunami protective dikes of Fukushima Daiichi NPP and inundation of the NPP site was followed by the nuclear accident with a large scale environmental contamination. The site of the “sister” NPP Fukushima Daini at 10 km southward from Fukushima Daichi was also inundated by waters of similar depths; however, quick reconstruction the emergency energy supply of the reactors has prevented a nuclear accident on this site. Onagawa NPP located 115 km North-East of Fukushima Daiichi is the closest NPP to the epicenter of the earthquake – the source of tsunami waves. The tsunami protection dike of this NPP was not overtopped.

To simulate the consequences of the radioactive contamination of the coastal waters at Fukushima Daiichi NPP we use the modelling system that includes the module of the numerical solution of the nonlinear shallow water equation (SWE). This module can also be used for the modelling of tsunami propagation and inundation of the coastal areas. For the testing of the SWE module, we provided the modeling of the tsunami propagation and coastal inundation in at the coast of Miyagi and Fukushima prefectures from Onagawa to Iwaki 11 March 2011. The presented part of the work includes the results of the model verification and analyses of the dynamics of the inundation of the sites of three NPPs.

The development of the 2D model COASTOX has started after the Chernobyl accident for simulations radionuclide transport in the rivers at ChNPP (Zheleznyak et al, 1989-2000). The hydrodynamic module is based on the shallow water equations. The 2-D depth-averaged advection-diffusion equations with sink source terms are used to describe the transport of suspended sediments and radionuclide in solute and with suspended sediments. The contemporary version of COASTOX code is based on the solution of 2-D shallow water equations on unstructured triangular grids using the Finite Volume Method with the verified possibilities for the modelling of wetting-drying flows. We implement a Godunov-type flux calculation scheme with approximate HLLC or Roe methods of solving a Riemann problem. The shock waves are resolved by using TVD flux limiting. COASTOX code includes two finite-difference algorithms for the numerical solution of sediment and radionuclide transport equations: explicit and implicit. For the solution of erosion-deposition equation and bottom contamination equation source, terms in transport equations are treated implicitly. The numerical code is parallelized for the CPU multi-processors systems and GPU. The SWE module was tested for the river floodplain inundation for the number of the cases and for the simulation of the radionuclide wash off from the floodplain of the Pripyat river at Chernobyl NPP. The model was implemented for the Tohoku coast on a grid of 2 million cells. The modelling results were compared with the published tsunami gage data.  The dynamics of the inundation of three NPPs sites were analyzed.

How to cite: Pylypenko, O., Zheleznyak, M., Demchenko, R., Kivva, S., Sorokin, M., and Dykyi, P.: Modelling of Tsunami Inundation in 2011 at the Sites of Three Nuclear Power Plants - Onagawa, Fukushima Daiichi and Fukushima Daini, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13940, https://doi.org/10.5194/egusphere-egu2020-13940, 2020.

EGU2020-14532 | Displays | NH5.1

Runup of long waves on composite coastal slopes: numerical simulations and experiment

Ira Didenkulova, Andrey Kurkin, Artem Rodin, Ahmed Abdalazeez, and Denys Dutykh

The goal of this study is to investigate the effect of the bottom shape on wave runup. The obtained results have been confronted with available analytical predictions and a dedicated numerical simulation campaign has been carried out by the team. We study long wave runup on composite coastal profiles. Two types of beach profiles are considered. The Coastal Slope 1 consists of two merged plane beaches with lengths 1.2 m and 5 m and beach slopes tan α = 1:10 and tan β = 1:15 respectively. The Coastal Slope 2 also consists of two sections: plane beach with length 1.2 m and a beach slope α, which is merged with a convex (non-reflecting) beach. The latter is constructed in the way, that its total height and length remain the same as for the Coastal Slope 1.

The study is conducted with numerical (in silico) and experimental approaches.

Experiments have been conducted in the hydrodynamic flume of the Nizhny Novgorod State Technical University n.a. R.E. Alekseev. Both composite beach profiles were constructed in 2019. The Coastal Slope 1 consists of three parts made of aluminum. The plain beach part of the Coastal Slope 2 is also made of aluminum, and the convex profile consists of two parts made of curved PLEXIGLAS organic glass. The water surface oscillations are measured using capacitive and resistive wave gauges with recording frequencies of up to 80 Hz and 100 Hz respectively. Wave runup is measured by a capacitive string sensor installed along the slope.

A series of experiments on the generation and runup of regular wave trains with a period of 1s, 2s, 3s and 4s were carried out. The water level was kept constant for all experiments and was equal to 0.3 meters. Up to now, 21 experiments have been carried out (10 and 11 experiments for each Coastal Slope respectively).

A comparative numerical study is carried out in the framework of the nonlinear shallow water theory and the dispersive theory in the Boussinesq approximation.

As a result, we compare the long wave dynamics on these two bottom profiles and discuss the influence of nonlinearity and dispersion on the characteristics of wave runup. It is shown numerically that, in the framework of the nonlinear shallow water theory, the runup height on the Coastal Slope 2 tends to exceed the corresponding runup height on the Coastal Slope 1, that also agrees with our previous results (Didenkulova et al. 2009; Didenkulova et al. 2018). Taking dispersion into account leads to an increase in the spread in values of the wave runup height. As a consequence, individual cases when the runup height on the Coastal Slope 1 is higher than on the Coastal Slope 2 have been observed. In experimental data, such cases occur more often, so that the advantage of one slope over another is no longer obvious. Note also that the most nonlinear breaking waves with a period of 1s have a greater runup height on Coastal Slope 2 for both models and most experimental data.

How to cite: Didenkulova, I., Kurkin, A., Rodin, A., Abdalazeez, A., and Dutykh, D.: Runup of long waves on composite coastal slopes: numerical simulations and experiment, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-14532, https://doi.org/10.5194/egusphere-egu2020-14532, 2020.

EGU2020-13420 | Displays | NH5.1 | Highlight

Community tsunami inundation maps for selected ICG/CARIBE EWS member states

Carlos Sánchez-Linares, Jorge Macías, Íñigo Aniel-Quiroga, Ignacio Aguirre-Ayerbe, Mauricio González, and Bernardo Aliaga
The Intergovernmental Coordination Group for the Tsunami and other Coastal Hazards Warning System for the Caribbean and Adjacent Regions (ICG/CARIBE EWS) was established in 2005 as a subsidiary body of the IOC-UNESCO with the purpose of providing efficient assistance on tsunami risk reduction to Member States in the Caribbean region after the lessons learnt from the 2004 Indian Ocean tsunami.
 
The aim of the work that we present here, is strengthen the capacities of early warning and response for tsunamis in the Caribbean through the development of community-level tsunami inundation maps for select coastal communities and a technical guide; both to support their preparation for and response to tsunamis. The selected communities under study are in Antigua and Barbuda, Barbados, Dominican Republic, St. Vincent and the Grenadines, and Trinidad and Tobago.
 
To this end, we use Tsunami-HySEA model, developed by EDANYA Group, which implements in the same code the three phases of an earthquake generated tsunami: generation, propagation and coastal inundation. At the same time it is implemented in nested meshes with different resolution and multi-GPU environment, which allows much faster than real time simulations. Due to this advantage it can produce a 4 h simulation in a 60 arcsec resolution grid for the whole Caribbean Sea in less than 4 min with a single general-purpose GPU.
 
Once provided the seismic parameters to reproduce the main scenarios that could affect to the nominated communities, and the topobathymetry data available from the study area, an exhaustive process of construction of 4 levels nested meshes was performed for each localization. Secondly, the events are simulated in order to obtain, among others, maximum depth in coast inundation with 5 meters resolution. Finally, all of these data allow us to make a detailed inundation map as a contribution to furthering tsunami risk assessment.
 
Acknowledgements. This work was done under the auspices of IOC-UNESCO and funded by EU (DG-ECHO)

How to cite: Sánchez-Linares, C., Macías, J., Aniel-Quiroga, Í., Aguirre-Ayerbe, I., González, M., and Aliaga, B.: Community tsunami inundation maps for selected ICG/CARIBE EWS member states, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13420, https://doi.org/10.5194/egusphere-egu2020-13420, 2020.

EGU2020-714 | Displays | NH5.1

Pedestrian Tsunami Evacuation Time Maps for Southern Coast of Bodrum Peninsula, Turkey

Büşra Çelikbaş, Duygu Tufekci Enginar, Gozde Guney Dogan, Mehmet Lutfi Suzen, Cagil Kolat, Ahmet Cevdet Yalciner, Ocal Necmioglu, Alessandro Annunziato, Marzia Santini, and Siret Bali

Turkey suffered from devastating earthquakes and faced with a considerable number of tsunamis in its past. Although, tsunamis occurred in Turkey are not catastrophic as the ones in Pacific Ocean, they may still cause substantial damage in highly populated and/or touristic coastal areas. On July 21, 2017 at 22.31 UTC, a strong earthquake in the Gulf of Gokova (Mediterranean Sea) with a magnitude (Mw) of 6.6 (KOERI) was recorded. The earthquake caused a tsunami that affected the southern coast of Bodrum, Turkey and the northern parts of Kos island, Greece. The largest tsunami run-up was about 1.9 m and observed at Gumbet Bay, Bodrum (Dogan et al., 2019). Fortunately, there were no causalities as tsunami occurred at night time when there were few people on the coast, despite summer season. However, if the same event had occurred during daytime, its impact to the coastal localities would be much higher and it would cause panic among more people.

After the 2017 Bodrum-Kos tsunami, numerical simulations based on critical worst-case tsunami scenarios are performed with NAMI DANCE numerical model. According to the simulation results, a seismic scenario based on 1956-Amorgos earthquake and a combined scenario of Gokova fault and North Datca landslide scenario which is a possible submarine landslide assumed to be triggered by the seismic mechanism of Gokova scenario, give the maximum inundation distances and flow depth values at Southern coast of Bodrum Peninsula mainly in Central Bodrum town, Gumbet Bay, Bitez Bay, Yahsi Bay and Akyarlar-Karaincir-Aspat Bays where most of the settlements and touristic facilities are located.

In this study, evacuation walk time maps are prepared for the coastal settlements at Southern Coastline of Bodrum Peninsula by using Pedestrian Evacuation Analyst Tool (PEAT) developed by Jones et al. (2014) based on the selected critical scenarios above mentioned. PEAT is a least-cost-distance (LCD) evacuation model that estimates evacuation times throughout hazard zone based on elevation, land cover, walking speed and direction of movement (Wood and Schmidtlein, 2012). The required data are gathered from international open source databases and data provided by Bodrum Municipality. The resultant pedestrian evacuation maps show time in minutes for pedestrian who aims to reach safety zone from shortest route. According to the maps, longest walk times to the safety are calculated to be 8 minutes for Central Bodrum, 3 minutes for Gumbet Bay, 4 minutes for Bitez Bay, 6 minutes for Yahsi Bay and 5 minutes for Akyarlar-Karaincir-Aspat Bays. The pedestrian evacuation times are also tested by onsite measurements. The results are compared and presented by discussions. The evacuation maps provide a base for emergency managers, planners and local decision makers during the planning of evacuation routes and preparation of emergency response plans.

Acknowledgements: This study is partly supported by Turkey Tsunami Last Mile Project Analyses JRC/IPR/2018/E.1/0013/NC with contract number 936314-IPR-2018.

Keywords: Tsunami evacuation, Least cost distance model, Pedestrian evacuation, Walk time maps

How to cite: Çelikbaş, B., Tufekci Enginar, D., Dogan, G. G., Suzen, M. L., Kolat, C., Yalciner, A. C., Necmioglu, O., Annunziato, A., Santini, M., and Bali, S.: Pedestrian Tsunami Evacuation Time Maps for Southern Coast of Bodrum Peninsula, Turkey, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-714, https://doi.org/10.5194/egusphere-egu2020-714, 2020.

EGU2020-13311 | Displays | NH5.1

Evaluation of the sensitivity of open source DEM vs. local high resolution DEM data in tsunami hazard assessment

Duygu Tufekci-Enginar, M. Lutfi Suzen, G. Guney Dogan, and Ahmet Cevdet Yalciner

Tsunami simulations using high resolution datasets would always resemble the results that are closer to the reality. However, high resolution airborne or spaceborne local datasets have not yet been available for many regions and acquisition of this data is costly or might not even be possible for some locations. This hard-to-reach situation of high resolution datasets obliged researchers to work with open source datasets in their studies, which forces them to cope with the uncertainties of low spatial resolution.

Tsunami numerical models require both bathymetric and topographic data in order to calculate wave propagation in the water and inundation on the land. Leaving aside the availability of reliable bathymetric data, there are different open source global Digital Elevation Model (DEM) datasets, which are freely available. ASTER GDEM, SRTM and ALOS World 3D are present global open source DEMs that have highest spatial resolution of 30 meters. These three different sources of DEMs are generated using different technologies during data acquisition and different methodologies while processing. Even if they are the best available open source datasets, they all include variable sources of differences and errors.

This study aims evaluation of the sensitivity of open source DEM datasets against high resolution DEM datasets for tsunami hazard assessment and examination of accuracy of the simulations’ results. A small area in Silivri district of Istanbul is selected as study area, where 1m resolution of topographic data is available. Tsunami simulations are performed using NAMI DANCE GPU with topography data of 1m resolution based on LiDAR measurements and topography data of 30m resolution based on ASTER GDEM, SRTM and ALOS World 3D datasets. The resulted inundation on land and flow depth distributions are plotted and discussed with comparisons.

 

Acknowledgement: MSc. Bora Yalciner and Assoc. Prof. Dr. Andrey Zaytsev are acknowledged for their contributions in developing tsunami numerical model NAMI DANCE GPU used in this study. The authors also thank Istanbul Metropolitan Municipality, Directorate of Earthquake and Ground Investigation for providing high quality data and close cooperation.

Keywords: tsunami, hazard assessment, numerical modeling, open source DEM, high-resolution DEM

How to cite: Tufekci-Enginar, D., Suzen, M. L., Dogan, G. G., and Yalciner, A. C.: Evaluation of the sensitivity of open source DEM vs. local high resolution DEM data in tsunami hazard assessment, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13311, https://doi.org/10.5194/egusphere-egu2020-13311, 2020.

NH5.2 – Extreme events in sea waves: physical mechanisms and mathematical models

EGU2020-16801 | Displays | NH5.2 | Highlight

Real-world rogue wave probabilities

Dion Häfner, Johannes Gemmrich, and Markus Jochum

Despite several strong hypotheses on how rogue waves can be generated in idealized conditions, the actual 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 adress these issues by processing over 1 billion waves measured in the North Pacific 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, in turn, yields quantitative evidence on the relative importance of the underlying physical mechanisms.

How to cite: Häfner, D., Gemmrich, J., and Jochum, M.: Real-world rogue wave probabilities, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-16801, https://doi.org/10.5194/egusphere-egu2020-16801, 2020.

EGU2020-1131 | Displays | NH5.2

Measurement and analysis of extreme storm waves off the Irish coast

James Herterich, Francesco Fedele, Aziz Tayfun, and Frederic Dias

We present a statistical analysis of nearshore waves observed during two major north-east Atlantic storms in 2015 and 2017. Surface elevations were measured with a 5-beam acoustic Doppler current profiler (ADCP) at relatively shallow waters off the west coast of Ireland. To compensate for the significant variability of both sea states in time, we consider a novel approach for analyzing the non-stationary surface-elevation series and compare the distributions of crest and wave heights observed with theoretical predictions based on the Forristall, Tayfun and Boccotti models. In particular, the latter two models have been largely applied to and validated for deep-water waves. We show here that they also describe well the characteristics of waves observed in relatively shallow waters. The largest nearshore waves observed during the two storms do not exceed the rogue thresholds as the Draupner, Andrea, Killard or El Faro rogue waves do in intermediate or deep-water depths. Wave breaking limits wave growth and impedes the occurrence of rogue waves. Nevertheless, our analysis reveals that modulational instabilities are ineffective, third-order resonances negligible and the largest waves observed here have characteristics quite similar to those displayed by rogue waves for which second order bound nonlinearities are the principal factor that enhances the linear dispersive focusing of extreme waves.

Fedele, F., Herterich, J., Tayfun, A., & Dias, F. (2019). Large nearshore storm waves off the Irish coast. Scientific reports, 9(1), 1-19.

How to cite: Herterich, J., Fedele, F., Tayfun, A., and Dias, F.: Measurement and analysis of extreme storm waves off the Irish coast, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1131, https://doi.org/10.5194/egusphere-egu2020-1131, 2020.

Wave-following buoys are used to provide measurements of free surface elevation across the oceans. The measurements they produce are widely used to derive wave-averaged parameters such as significant wave height and peak period, alongside wave-by-wave statistics such as crest height distributions. Particularly concerning the measurement of extreme wave crests, these measurements are often perceived to be less accurate. We directly assess this through a side-by-side laboratory comparison of measurements made using Eulerian wave gauges and model wave-following buoys for directionally spread waves representative of extreme conditions on deep water. Our experimental measurements are compared to exact (Herbers and Janssen 2016, J. Phys. Oceanogr, 46, 1009-1021) and new approximate expression for Lagrangian second-order theory derived herein. We derive simple closed-form expressions for the second-order contribution to crest height representative of extreme ocean waves. Our experiments confirm that the motion a wave-following buoy should not significantly affect the measurements of wave crests or spectral parameters, and that discrepancies observed for in-situ buoy data are most likely a result of filtering. This filtering occurs when accelerations that are measured by the sensors within a buoy are converted to displacements. We present an approximate means of correcting the resulting measured crest height distributions, which is shown to be effective using our experimental data.

How to cite: McAllister, M. and van den Bremer, T.: An Experimental Study of the Systematic Underestimation of Wave Crests Measured by Lagrangian Buoys, and a Retrospective Correction Method, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21483, https://doi.org/10.5194/egusphere-egu2020-21483, 2020.

EGU2020-18509 | Displays | NH5.2

On the Rapid Spectral Evolution of Steep Wave Groups with Directional Spreading at Intermediate Depths

Dylan Barratt, Harry B. Bingham, Paul H. Taylor, Ton S. van den Bremer, and Thomas A. A. Adcock

We have performed numerical simulations of steep three-dimensional wave groups, formed by dispersive focusing, using the fully-nonlinear potential flow solver OceanWave3D. We find that third-order resonant interactions result in directional energy transfers to higher-wavenumber components, forming steep wave groups with augmented kinematics and a prolonged lifespan. If the wave group is initially narrow banded, quasi-degenerate interactions resembling the instability band of a regular wave train arise, characterised by unidirectional energy transfers and energy transfers along the resonance angle, ±35.26°, of the Phillips ‘figure-of-eight’ loop. Spectral broadening due to the quasi-degenerate interactions eventually facilitates non-degenerate interactions, which dominate the spectral evolution of the wave group after focus. The non-degenerate interactions manifest primarily as a high-wavenumber sidelobe, which forms at an angle of ±55° to the spectral peak. We consider finite-depth effects in the range of deep to intermediate waters (5.592 ≥ kpd ≥ 1.363), based on the characteristic wavenumber (kp) and the domain depth (d), and find that all forms of spectral evolution are suppressed by depth. However, the quasi-degenerate interactions exhibit a greater sensitivity to depth, suggesting suppression of the modulation instability by the return current, consistent with previous studies. We also observe sensitivity to depth for kpd values commonly considered "deep", indicating that the length scales of the wave group and return current may be better indicators of dimensionless depth than the length scale of any individual wave component. The non-degenerate interactions appear to be depth resilient with persistent evidence of a ±55° spectral sidelobe at a depth of kpd =1.363. Although the quasi-degenerate interactions are significantly suppressed by depth, the interactions do not entirely disappear for kpd =1.363 and show signs of biasing towards oblique, rather than unidirectional, wave components at intermediate depths. The contraction of the wavenumber spectrum in the ky-direction has also proved to be resilient to depth, suggesting that lateral expansion of the wave group and the "wall of water" effect of Gibbs & Taylor (2005) may persist at intermediate depths.

How to cite: Barratt, D., Bingham, H. B., Taylor, P. H., van den Bremer, T. S., and Adcock, T. A. A.: On the Rapid Spectral Evolution of Steep Wave Groups with Directional Spreading at Intermediate Depths, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18509, https://doi.org/10.5194/egusphere-egu2020-18509, 2020.

In Trulsen et al. (2020) we reported that when irregular waves propagate over a shoal the extreme wave statistics of surface elevation and water velocity can be dramatically different:  The surface elevation can have a local maximum of kurtosis some distance into the shallower part of the shoal, while it relaxes to normality after the shoal.  The velocity field can have a local maximum of kurtosis after the shoal, while it is close to normality over the shallower part of the shoal.  These two fields clearly do not coincide regarding the location of increased probability of extreme waves.

Here we consider the evolution of the irregular waves over the shoal as a multivariate stochastic process, with a view to reveal the evolution of the joint statistical distribution of surface elevation and water velocity.  Higher order multivariate moments, coskewness and cokurtosis, more commonly seen in mathematical finance theory, are employed to describe the joint extreme wave statistical distribution of the elevation and the velocity.

Trulsen, K., Raustøl, A., Jorde, S. & Rye, L. B. (2020) Extreme wave statistics of longcrested irregular waves over a shoal.  J. Fluid Mech. 882, R2.

How to cite: Trulsen, K.: Joint statistical distribution of surface elevation and water velocity for irregular waves propagating over a shoal, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11732, https://doi.org/10.5194/egusphere-egu2020-11732, 2020.

EGU2020-6562 | Displays | NH5.2

A dynamic equation for 2D surface waves on deep water

Dmitry Kachulin, Alexander Dyachenko, and Vladimir Zakharov

Using the Hamiltonian formalism and the theory of canonical transformations, we have constructed a model of the dynamics of two-dimensional waves on the surface of a three-dimensional fluid. We find and apply a canonical transformation to a water wave equation to remove all nonresonant cubic and fourth-order nonlinear terms. The found canonical transformation also allows us to significantly simplify the fourth-order terms in the Hamiltonian by replacing the coefficient of four-wave Zakharov interactions with a new simpler one. As a result, unlike the Zakharov equation (written in k-space), this equation can be written in x-space, which greatly simplifies its numerical simulation. In addition, our chosen form of a new coefficient of four-wave interactions allows us to generalize this equation to describe two-dimensional waves on the surface of a three-dimensional fluid. An effective numerical algorithm based on the pseudospectral Fourier method for solving the new 2D equation is developed. In the limiting case of plane (one-dimensional) waves, we found solutions in the form of breathers propagating in one direction. The dynamics of such nonlinear traveling waves perturbed in the transverse direction is numerically investigated.

The work was supported by the Russian Science Foundation (Grant No. 19-72-30028).

How to cite: Kachulin, D., Dyachenko, A., and Zakharov, V.: A dynamic equation for 2D surface waves on deep water, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6562, https://doi.org/10.5194/egusphere-egu2020-6562, 2020.

 The spatially periodic breather solutions (SPBs) of the nonlinear Schrödinger (NLS) equation, i.e. the heteroclinic orbits of unstable Stokes waves, are typically unstable. In this talk  we examine  the effects of dissipation on the  one- mode SPBs  U(j)(x,t) as well as multi-mode SPBs U(j,k)(x,t) using a damped  NLS equation which incorporates both uniform linear damping and nonlinear damping  of the mean flow,
for a range of parameters typically encountered in experiments. The damped wave dynamics is viewed as near integrable, allowing one to use the spectral theory of the NLS equation to interpret the perturbed flow. A broad categorization of how the route to stability for the SPBs  depends on the mode structure of the SPB and whether the damping is linear or nonlinear is obtained 
as well as the distinguishing features of the stabilized state.  Time permitting, a reduced, finite dimensional dynamical system that goverms the linearly damped SPBs will be presented 

How to cite: Schober, C.: Routes to stability for spatially periodic breather solutions of a damped NLS equation., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13467, https://doi.org/10.5194/egusphere-egu2020-13467, 2020.

I give a new perspective for the description of nonlinear water wave trains using mathematical methods I refer to as nonlinear Fourier analysis (NLFA). I discuss how this approach holds for one-space and one time dimensions (1+1) and for two-space and one time dimensions (2+1) to all orders of approximation. I begin with the nonlinear Schroedinger (NLS) equation in 1+1 dimensions: Here the NLFA method is derived from the complete integrability of the equation by the periodic inverse scattering transform. I show how to compute the nonlinear Fourier series that exactly solve 1+1 NLS. I then show how to extend the order of 1+1 NLS to the Dysthe and the extended Dysthe equations. I also show how to include directional spreading in the formulation so that I can address the 2+1 NLS, the 2+1 Dysthe and the 2+1 Trulsen-Dysthe equations. This hierarchy of equations extends formally all the way to the Zakharov equations in the infinite order limit. Each order and extension from 1+1 to 2+1 dimensions is characterized by its own modulational dispersion relation that is required at each order of the NLFA formalism. NLFA is characterized by its own fundamental nonlinear Fourier series, which has particular nonlinear Fourier modes: sine waves, Stokes waves and breather trains. We are all familiar with sine waves (known for centuries) and Stokes waves (known since the Stokes paper in 1847). Breather trains have become known over the past three decades as a major source of rogue or freak waves in the ocean: Breather packets are known to pulse up and down during their evolution. At the moment of the maximum amplitude the largest wave in a breather packet is often referred to as a “rogue” or “freak” wave. Such extreme packets are known to be “coherent structures" so that pure linear dispersion does not occur as in a linear packet. Instead the breather packets have components that are phase locked with each other and hence remain coherent and are “long lived” just as vortices do in classical turbulence. Because the breathers live for a long time, the notion of risk based upon linear dispersion, as used in the oil and shipping industries, must be revised upwards. I discuss how to apply NLFA to (1) nonlinearly Fourier analyze time series, (2) to analyze wave fields from radar, lidar and synthetic aperture radar measurements, (3) how to treat NLFA to describe nonlinear, random wave trains using a kind of nonlinear random phase approximation and (4) how to compute the nonlinear power spectrum in terms of the parameters used to describe the rogue wave Fourier modes in a random wave train. Thus the emphasis here is to discuss a number of new tools for nonlinear Fourier analysis in a wide range of problems in the field of ocean surface waves.

How to cite: Osborne, A.: Nonlinear Fourier Analysis with Sine Wave, Stokes Wave and Rogue Wave Basis Functions: A Paradigm Change in the Understanding of Nonlinear Waves, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20079, https://doi.org/10.5194/egusphere-egu2020-20079, 2020.

The key result of this work is the first theoretical computation of exact expressions describing space and phase shifts acquiring by breathes after mutual collisions in the framework of the focusing one-dimensional nonlinear Schrödinger equation (NLSE) model [1]. Similar expressions are the backbone of soliton theory, where they allow to predicts soliton interaction dynamics and introduce statistical description of soliton gas in terms of kinetic equation. Theory of breathers – solitary type wave groups on an unstable background – has been developing almost as long as theory of solitons. However, up to now, this important part of theory has been missing.

In our work we present space and phase shift formulas for the NLSE breathers and demonstrate how they can be used to go deeply in understanding of an intriguing nonlinear phenomena – formation rogue waves from a calm background. With these formulas we show that synchronized collisions of breathers are the central mechanism of extreme amplitude wave formation as a result of modulation instability development. We illustrate this conclusion by particular examples of multi-breather dynamics as well as by statistical analysis of multi-breather interactions. In comparison to the work [1], here we also analyse the impact of the effects lying beyond the NLSE model on the multi-breather synchronization. Finally, we present new scenarios of the synchronised multi-breather interactions, that can be observed in laboratory experiments.

The work was supported by the RFBR grant No. 19-31-60028.

[1] A. A. Gelash, Formation of rogue waves from a locally perturbed condensate, Phys. Rev. E 97, 022208 (2018).

How to cite: Gelash, A.: Space-phase shifts acquiring by breathers after mutual collisions, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8594, https://doi.org/10.5194/egusphere-egu2020-8594, 2020.

EGU2020-19355 | Displays | NH5.2

Statistics of Coherent Structures Collisions and their Dynamics on the Surface of Deep Water

Sergey Dremov, Dmitriy Kachulin, and Alexander Dyachenko

        The present work is devoted to the study of coherent structures collisions dynamics in the models of deep water waves equations: the model of a supercompact equation for deep water unidirectional waves (SCEq) and the model of Dyachenko equations for potential flows of incompressible fluid with free surface. In these models there are special solutions in the form of coherent wave structures called breathers. They can be found numerically by using the Petviashvili method. One can consider the combination of such breathers as a model of rarefied soliton gas, and their paired collisions in this case are a key feature in forming of dynamics and statistics in the model. To describe statistical characteristics of breathers collision Probability Density Function (PDF) is used. PDF of breathers wave amplitudes during their collision was calculated and compared with the known results in the model of Nonlinear Schrodinger equation (NLS). In contrast to the NLS model there is a number of interesting features in the model of SCEq. For instance, the amplitude maximum of wave arising during the collision can exceed the sum of interacting breathers amplitudes, what cannot happen in NLS model. Moreover, it depends on the initial breathers steepness. In addition, it is shown that the breathers acquire phase and space shifts after each collision, and thus their velocity also changes. Depending on the relative phase breathers can give their energy or take it, and as a result their amplitude can be decreased or increased respectively. The same situation can be seen in the model of equations for potential flows of incompressible fluid with free surface. In addition to the dependence on relative phase the duration of the collision also affects the energy exchange. Breathers collisions are accompanied by appearance of little radiation, and its value is relatively less than the value of energy exchange. The results of statistics calculating and dynamics studying in the rarefied gas of coherent structures will be shown in the present work.

           The work was supported by Russian Science Foundation grant № 18-71-00079.

How to cite: Dremov, S., Kachulin, D., and Dyachenko, A.: Statistics of Coherent Structures Collisions and their Dynamics on the Surface of Deep Water, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19355, https://doi.org/10.5194/egusphere-egu2020-19355, 2020.

EGU2020-641 | Displays | NH5.2

Numerical simulation of breather dynamics

Oleg Didenkulov

The numerical simulation of the so-called breather turbulence (dynamics of breather ensembles) is performed within the integrable model of modified Korteweg – de Vries equation. Two-breather interaction is considered as an elementary act of the breather turbulence. The possible modes of breather-breather or breather-soliton interactions have been investigated. The influence of such interactions on multi-breather dynamics and its statistical characteristics has been analyzed. The results of direct numerical simulation of breather focusing with “non-optimal” phases allow finding the probability of a possible collision of more than two breathers. The formation of abnormally large pulses (rogue waves) in random ensembles of breathers has been demonstrated.

 

How to cite: Didenkulov, O.: Numerical simulation of breather dynamics, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-641, https://doi.org/10.5194/egusphere-egu2020-641, 2020.

EGU2020-4457 | Displays | NH5.2 | Highlight

Rogue waves occurred in the World Ocean from 2011 to 2018 reported by mass media sources

Ekaterina Didenkulova

A catalogue of anomalously large waves (rogue or freak waves) occurred in the World Ocean during 2011-2018 reported in mass media sources and scientific literature has been compiled and analyzed. It includes 210 hazardous events caused damages or human losses. The majority of events is based on eyewitness accounts, and as a rule is not confirmed by direct measurements. All collected events divided into deep water cases, shallow water cases and occurrences on the coast (gentle beach or rocks). The following parameters have been determined: date, location, damage, description, reference, and weather conditions. The most dangerous areas in the World Ocean in terms of freak waves are highlighted.

This work was supported by the Russian Science Foundation (project No. 18-77-00063).

How to cite: Didenkulova, E.: Rogue waves occurred in the World Ocean from 2011 to 2018 reported by mass media sources, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4457, https://doi.org/10.5194/egusphere-egu2020-4457, 2020.

EGU2020-4708 | Displays | NH5.2

Shape asymmetry of rogue waves

Anna Kokorina and Alexey Slunyaev

Direct numerical simulations of the directional sea surface gravity waves are carried out within the framework of the primitive potential equations of hydrodynamics using the High Order Spectral Method. The data obtained for conditions of deep water, the JONSWAP spectrum, and various wave intensities are processed and the results are discussed. The statistical and spectral characteristics of the waves evolve over a long period. The particular asymmetry of the profiles of rogue waves is highlighted. We show that besides the conventional crest-to-trough asymmetry of nonlinear Stokes waves, the extreme events are characterized by a specific combination of the troughs adjacent to the large crest, so that the trough behind the crest is typically deeper than the preceding trough. Surprisingly, the extreme wave crest-to-trough asymmetry and the discrimination between the extreme wave troughs exhibit the tendency to grow when the angle spectrum broadens. This effect contradicts the expectation based on the Benjamin – Feir Index that broad-banded waves should behave similar to linear waves, and hence the asymmetries should diminish.

                                                                 

The research is supported by the RSF grant No. 19-12-00253.

 

A. Kokorina, A. Slunyaev, The effect of wave nonlinearity on the rogue wave lifetimes and shapes. Proc. 14th Int. MEDCOAST Congress on Coastal and Marine Sciences, Engineering, Management and Conservation (Ed. E. Ozhan), Vol. 2, 711-721 (2019).

How to cite: Kokorina, A. and Slunyaev, A.: Shape asymmetry of rogue waves, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4708, https://doi.org/10.5194/egusphere-egu2020-4708, 2020.

The dynamic kurtosis (i.e., produced by the free wave component) is shown to contribute essentially to the abnormally large values of the full kurtosis of the surface displacement, according to the direct numerical simulations of realistic directional sea waves within the HOSM framework. In this situation the free wave stochastic dynamics is strongly non-Gaussian, and the kinetic approach is inapplicable. Traces of coherent wave patterns are found in the Fourier transform of the directional irregular sea waves. They strongly violate the classic dispersion relation and hence lead to a greater spread of the actual wave frequencies for given wavenumbers.

The research by is supported by the RSF grant No. 16-17-00041.

Slunyaev, A. Kokorina, The method of spectral decomposition into free and bound wave components. Numerical simulations of the 3D sea wave states. Geophysical Research Abstracts, V. 21, EGU2019-546 (2019).

A.V. Slunyaev, A.V. Kokorina, Spectral decomposition of simulated sea waves into free and bound wave components. Proc. VII Int. Conf. “Frontiers of Nonlinear Physics”, 189-190 (2019).

Slunyaev, A. Kokorina, I. Didenkulova, Statistics of free and bound components of deep-water waves. Proc. 14th Int. MEDCOAST Congress on Coastal and Marine Sciences, Engineering, Management and Conservation (Ed. E. Ozhan), Vol. 2, 775-786 (2019).

Slunyaev, Strongly coherent dynamics of stochastic waves causes abnormal sea states. arXiv: 1911.11532 (2019).

How to cite: Slunyaev, A.: Strongly coherent dynamics of stochastic waves causes abnormal sea states, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5348, https://doi.org/10.5194/egusphere-egu2020-5348, 2020.

EGU2020-5740 | Displays | NH5.2

Transformation of envelope solitons propagating over a bottom step

Alexey Slunyaev, Guillaume Ducrozet, and Yury Stepanyants

The problem of the weakly nonlinear wave transformation on a bottom step is studied analytically and numerically by means of the direct simulation of the Euler equation. It is assumed that the quasi-linear wave packets can be described by the nonlinear Schrödinger equation for surface waves in finite-depth water. The process of wave transformation in the vicinity of the bottom step can be described within the framework of the linear theory and the transformation coefficients (the transmission and reflection coefficients) can be determined by the approximate formula suggested in [1]. The fate of transmitted and reflected wave trains emerging from the incident envelope soliton can be determined with the help of the Inverse Scattering Technique [2, 3].

The parameters of secondary envelope solitons (their number, amplitudes, and speeds) asymptotically forming in the far-field zone are obtained analytically and compared against the numerically calculated ones, as the functions of the depth drop h2/h1, where h1 and h2 are the undisturbed water depths in front of and behind the bottom step, respectively. It is shown that the wave amplitudes can notably increase when the envelope soliton travels from the relatively shallow to much deeper water. The amplitudes of secondary solitons can exceed more than twice the amplitude of the incident wave.

The direct numerical simulation of envelope soliton transformation was undertaken by means of the High Order Spectral Method [4, 5]. The comparison of approximate analytical solutions with the results of numerical simulations reveals the domains of very good agreement between the data where the approximate theory is applicable. In the meantime, the noticeable disagreement between the approximate nonlinear theory and the direct simulations is found when the theory is inapplicable.

The research by A.S. is supported by the RFBR grant No. 18-02-00042; he also acknowledges the support from the International Visitor Program of the University of Sydney and is grateful for the hospitality of the University of Southern Queensland. The research of Y.S. was support by the grant of the President of the Russian Federation for State support of scientific research of leading scientific Schools of the Russian Federation NSh-2485.2020.5.

[1] Kurkin, A.A., Semin, S.V., and Stepanyants, Yu.A., Transformation of Surface Waves over a Bottom Step. Izvestiya, Atmospheric and Oceanic Physics, 2015, Vol. 51, 214–223.

[2] Zakharov, V.E., Shabat, A.B., Exact theory of two-dimensional self-focussing and one-dimensional self-modulation of waves in nonlinear media. Sov. Phys. JETP, 1972, Vol. 34, 62-69.

[3] Slunyaev, A., Klein, M., Clauss, G.F., Laboratory and numerical study of intense envelope solitons of water waves: generation, reflection from a wall and collisions. Physics of Fluids, 2017, Vol. 29, 047103.

[4] West, B.J., Brueckner, K.A., Janda, R.S., Milder, D.M., Milton, R.L., A new numerical method for surface hydrodynamics. J. Geophys. Res., 1987, Vol. 92, 11803-11824.

[5] Ducrozet, G., Gouin, M., Influence of varying bathymetry in rogue wave occurrence within unidirectional and directional sea-states. J. Ocean Eng. Mar. Energy, 2017, Vol. 3, 309-324.

How to cite: Slunyaev, A., Ducrozet, G., and Stepanyants, Y.: Transformation of envelope solitons propagating over a bottom step, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5740, https://doi.org/10.5194/egusphere-egu2020-5740, 2020.

EGU2020-5458 | Displays | NH5.2

Can uneven bathymetry freeze water-wave breathers?

Maura Brunetti, Alexis Gomel, Andrea Armaroli, Amin Chabchoub, and Jérôme Kasparian

The nonlinear Schrödinger equation is a robust model for describing the evolution of surface gravity wave-packets over arbitrary bathymetry. Both the dispersive and the nonlinear coefficients turn out to depend on the fluid depth [1,2]. Its variation along the propagation direction provides a new degree of freedom to tailor the wave-packet evolution, in analogy to what has been obtained in optical fibers with varying dispersion [3].

We investigate how the nonlinear stage of modulation instability can be frozen by varying the water bottom from intermediate to large depth giving rise to an increase of the magnitude of the nonlinear coefficient within the focusing regime. We consider the case of an abrupt bathymetry change at the maximal focusing point. With the help of a three-wave truncation, we provide analytical conditions on the occurrence of freezing. We present numerical simulations of the full model and the experimental confirmation in a water wave flume experiment. We show that the effects of high-order nonlinear terms and dissipation do not dominate the evolution, making the freezing quite a robust phenomenon.   

Our results help clarify how the breathing evolution of water wave-packets can be dynamically controlled and to understand the impact of bathymetry on extreme-wave lifetimes.

References

[1] H. Hasimoto, and Hiroaki Ono. "Nonlinear modulation of gravity waves." Journal of the Physical Society of Japan 33, 805-811 (1972)

[2] V. D. Djordjevic, and L. G. Redekopp, “On the development of packets of surface gravity waves moving over an uneven bottom” Journal of Applied Mathematics and Physics (ZAMP) 29, 950–962 (1978)

[3] A. Bendahmane et al., “Experimental dynamics of Akhmediev breathers in a dispersion varying optical fiber” Optics Letters 39, 4490-4493 (2014)

 

How to cite: Brunetti, M., Gomel, A., Armaroli, A., Chabchoub, A., and Kasparian, J.: Can uneven bathymetry freeze water-wave breathers?, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5458, https://doi.org/10.5194/egusphere-egu2020-5458, 2020.

EGU2020-7468 | Displays | NH5.2

Effects of an abrupt depth change on weakly nonlinear surface gravity waves: deterministic and stochastic analysis

Yan Li, Samuel Draycott, Yaokun Zheng, Thomas A.A. Adcock, Zhiliang Lin, and Ton S. van den Bremer

This work focuses on two different aspects of the effect of an abrupt depth transition on weakly nonlinear surface gravity waves: deterministic and stochastic. It is known that the kurtosis of waves can reach a maximum near the top of such abrupt depth transitions. The analysis is based on three different approaches: (1) a novel theoretical framework that allows for narrow-banded surface waves experiencing a step-type seabed, correct to the second order in wave steepness; (2) experimental observations; and (3) a numerical model based on a fully nonlinear potential flow solver. To reveal the fundamental physics, the evolution of a wave envelope that experiences an abrupt depth transition is examined in detail; (a) we show the release of free waves at second order in wave steepness both for the super-harmonic and sub-harmonic or ‘mean’ terms; (b) a local wave height peak that occurs near the top of a depth transition – whose exact position depends on several nondimensional parameters – is revealed; (c) furthermore, we examine which parameters affect this peak. The novel physics has implications for wave statistics for long-crested irregular waves experiencing an abrupt depth transition. We show the connection of the second-order physics at work in the deterministic and stochastic cases: the peak of wave kurtosis and skewness occurs in the neighborhood of the deterministic wave peak in (b) and for the same parameters set composed of a seabed topography, water depths, primary wave frequency and steepness, and bandwidth.

How to cite: Li, Y., Draycott, S., Zheng, Y., Adcock, T. A. A., Lin, Z., and van den Bremer, T. S.: Effects of an abrupt depth change on weakly nonlinear surface gravity waves: deterministic and stochastic analysis, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7468, https://doi.org/10.5194/egusphere-egu2020-7468, 2020.

EGU2020-6007 | Displays | NH5.2

Evolution of extreme wave statistics in surface elevation and velocity field over a non-uniform depth

Christopher Lawrence, Karsten Trulsen, and Odin Gramstad

It was shown experimentally in Trulsen et al. (2012) that irregular water waves propagating over a slope may have a local maximum of kurtosis and skewness in surface elevation near the shallower side of the slope. Later on, Raustøl (2014) did laboratory experiments for irregular water waves propagating over a shoal and found the surface elevation could have a local maximum of kurtosis and skewness on top of the shoal, and a local minimum of skewness after the shoal for sufficiently shallow water. Numerical results by Sergeeva et al. (2011), Zeng & Trulsen (2012), Gramstad et al. (2013) and Viotti & Dias (2014) support the experimental results mentioned above. Just recently, Jorde (2018) did new experiment with the same shoal as in Raustøl (2014) but with additional measurement of the interior horizontal velocity. The experimental results from Raustøl (2014) and Jorde (2018) were reported in Trulsen et al. (2020) and it was found the evolution of skewness for surface elevation and horizontal velocity have the same behaviour but the kurtosis of horizontal velocity has local maximum in downslope area which is different with the kurtosis of surface elevation. In present work, we utilize numerical simulation to study the effects of incoming significant wave height, peak wave frequency on evolution of wave statistics for both surface elevation and velocity field with more general bathymetry. Numerical simulations are based on High Order Spectral Method (HOSM) for variable depth Gouin et al. (2016) for wave evolution and Variational Boussinesq model (VBM) Lawrence et al. (2018) for velocity field calculation.

References
GOUIN, M., DUCROZET, G. & FERRANT, P. 2016 Development and validation of a non-linear spectral model for water waves over variable depth. Eur. J. Mech. B Fluids 57, 115–128.
GRAMSTAD, O., ZENG, H., TRULSEN, K. & PEDERSEN, G. K. 2013 Freak waves in weakly nonlinear unidirectional wave trains over a sloping bottom in shallow water. Phys. Fluids 25, 122103.
JORDE, S. 2018 Kinematikken i bølger over en grunne. Master’s thesis, University of Oslo.
LAWRENCE, C., ADYTIA, D. & VAN GROESEN, E. 2018 Variational Boussinesq model for strongly nonlinear dispersive waves. Wave Motion 76, 78–102.
RAUSTØL, A. 2014 Freake bølger over variabelt dyp. Master’s thesis, University of Oslo.
SERGEEVA, A., PELINOVSKY, E. & TALIPOVA, T. 2011 Nonlinear random wave field in shallow water: variable Korteweg–de Vries framework. Nat. Hazards Earth Syst. Sci. 11, 323–330.
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.
VIOTTI, C. & DIAS, F. 2014 Extreme waves induced by strong depth transitions: Fully nonlinear results. Phys. Fluids 26, 051705.
ZENG, H. & TRULSEN, K. 2012 Evolution of skewness and kurtosis of weakly nonlinear unidirectional waves over a sloping bottom. Nat. Hazards Earth Syst. Sci. 12, 631–638.

How to cite: Lawrence, C., Trulsen, K., and Gramstad, O.: Evolution of extreme wave statistics in surface elevation and velocity field over a non-uniform depth, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6007, https://doi.org/10.5194/egusphere-egu2020-6007, 2020.

EGU2020-11760 | Displays | NH5.2

Internal solitons on the Black Sea shelf: observation of waves of record amplitudes

Andrey Serebryany, Valeriy Bondur, and Viktor Zamshin

When conducting work in the fall of 2015 on the Black Sea northeast shelf, we recorded internal waves, the unusualness of which attracts special attention for the following reasons. For the first time in 40 years of internal waves observations in the Black Sea, such high waves with amplitudes of 14–16 m were measured. The generation of these anomalous waves was connected with a cold atmospheric front passing over the sea. It was the first experimental evidence in the sea of such mechanism for internal waves generation. The observed internal waves had a clear seen character of nonlinear soliton-like waves.

We met the train of internal solitons during a sub-satellite survey conducted in the sea from a motor yacht equipped with ADCP “Rio Grande 600 kHz” in the waters near Cape Tolsty. The train was found at a point of the sea with a depth of 33 m and then was recorded on seven multidirectional tacks oriented normal to the coast. It moved across the shelf to the coast along the bottom thermocline, while the bottom currents accompanying it had a northwestern coastal orientation. The train included four waves of a soliton-like shape with sharpened crests and flattened troughs. Their lengths were 100-110 m, heights up to 14-16 m, vertical velocities in orbital currents reached 0.15-0.20 m/s. Another property of nonlinear waves was also expressed - the amplitude ranking of waves in the train. Traced on successive tacks for 2.5 hours, internal waves had preserved the soliton-like shape and as well the strong vertical component in their orbital currents. Despite the fact that the train was moving along the bottom thermocline, the effect of internal waves was sufficient to appear on satellite radar images of the sea surface of the study area. The performed processing of satellite images confirmed the wave parameters measured by contact methods.  An interesting fact of a long accompaniment of internal solitons by a school of fish was discovered. Fishes were concentrated in areas where internal waves carried the components of fish food supply to the surface from the bottom layers. The work was partially supported by RFBR grant 19- 05-00715.

How to cite: Serebryany, A., Bondur, V., and Zamshin, V.: Internal solitons on the Black Sea shelf: observation of waves of record amplitudes, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11760, https://doi.org/10.5194/egusphere-egu2020-11760, 2020.

EGU2020-11200 | Displays | NH5.2

Numerical Modeling of Tropical Cyclone Generated Waves; Case studies of Irma, Maria and Dorian

Gozde Guney Dogan, Pamela Probst, Bora Yalciner, Alessandro Annunziato, Narcisse Zahibo, and Ahmet Cevdet Yalciner

Tropical cyclones can be considered one type of extreme event, with their destructive winds, torrential rainfall and storm surge. Every year these natural phenomena affect millions of people around the world, leaving a trail of destruction in several countries, especially along the coastal areas. Only in 2017, two devastating major hurricanes (Irma and Maria) moved across the Caribbean and south-eastern USA, causing extensive damage and deaths. Irma formed in the far eastern Atlantic Ocean on 30 August 2017 and moved towards the Caribbean islands during the following week, significantly strengthening, becoming a Category 5 Hurricane. It caused wide-ranging impacts such as significant storm surge (up to 3m according to US National Oceanic and Atmospheric Administration, NOAA report) to several islands in the Caribbean and Florida. On the second half of September, 2017, another strong Category 5 Hurricane named Maria formed over the Atlantic and moved west towards the Caribbean Sea. Maria also caused several impacts and severe damage in Caribbean Islands, Puerto Rico and the U.S. Virgin Islands due to high speed winds, rainfall, flooding and storm surge with a maximum runup of 3.7 m (US NOAA) on the southern tip of Dominica Island. The most recent devastating event for the Atlantic is Hurricane Dorian. It formed on August 24, 2019 over the Atlantic Ocean and it moved towards the Caribbean islands, as getting stronger as moving, becoming a Category 5 before reaching the Bahamas, where it left a trail of destruction after its passage. The major effect of Dorian was on north-western Bahamas with very strong winds, heavy rainfall and a large storm surge.

In this context, a rapid and reliable modeling of storm surge generated by such kind of events is essential for many purposes such as early accurate assessment of the situation, forecasting, estimation of potential impact in coastal areas, and operational issues like emergency management.

A numerical model, NAMI DANCE GPU T-SS (Tsunami-Storm Surge) is developed building up on tsunami numerical model NAMI DANCE GPU version to solve nonlinear shallow water equations, using the pressure and wind fields as inputs to compute spatial and temporal distribution of water level throughout the study domain and respective inundation related to tropical cyclones, based on the equations used in the HyFlux2 Code developed by the Joint Research Centre of the European Commission. The code provides a rapid calculation since it is structured for Graphical Processing Unit (GPU) using CUDA API.

NAMI DANCE GPU T-SS has been applied to many cases as regular shaped basins under circular static and dynamic pressure fields separately and also different wind fields for validation together with combinations of pressure and wind fields. This study has been conducted to investigate the potential of numerical modeling of tropical cyclone generated storm surge based on recent events Irma, Maria and Dorian. The results are presented and discussed based on comparison with the measurements and observations. The study shows promise for developing a cyclone modeling capability based on available measurement and observational data.

How to cite: Dogan, G. G., Probst, P., Yalciner, B., Annunziato, A., Zahibo, N., and Yalciner, A. C.: Numerical Modeling of Tropical Cyclone Generated Waves; Case studies of Irma, Maria and Dorian, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11200, https://doi.org/10.5194/egusphere-egu2020-11200, 2020.

EGU2020-6092 | Displays | NH5.2

Run-up of narrow and wide-banded irregular waves on a beach

Ahmed Abdalazeez, Denys Dutykh, Ira Didenkulova, and Céline Labart

The runup of initial Gaussian narrow-banded and wide-banded wave fields and its statistical characteristics are investigated using direct numerical simulations, based on the nonlinear shallow water equations. The bathymetry consists of the section of a constant depth, which is matched with the beach of constant slope. To address different levels of nonlinearity, the time series with five different significant wave heights are considered. The total time of each such calculated time-series is 1000 hours.

It is shown for narrow-banded wave signal that runup oscillations are no more distributed by the Gaussian distribution. The distribution is shifted to the right towards larger positive values of wave runup. Its mean value increases with an increase in nonlinearity, which reflects the known phenomenon of wave set-up. The higher moments of runup oscillations, skewness and kurtosis are negative. The skewness is decreasing with an increase in wave nonlinearity, while kurtosis is negative and varies non-monotonically with an increase in wave nonlinearity. For Gaussian wide-banded signal, the runup oscillations also deviate from Gaussian distribution. The distribution is also shifted to the right towards larger positive values of wave runup. Its mean values increase with an increase in nonlinearity, while all other higher moments change non-monotonically.     

For the extreme wave runup heights, we conclude that the tail of the probability density function behaves like a conditional Weibull distribution if the incident random waves are represented by Gaussian narrow-banded or wide-banded spectrum. This distribution can be used for evaluation of wave inundation during extreme floods (rogue runups). 

How to cite: Abdalazeez, A., Dutykh, D., Didenkulova, I., and Labart, C.: Run-up of narrow and wide-banded irregular waves on a beach, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6092, https://doi.org/10.5194/egusphere-egu2020-6092, 2020.

Investigation of the behavior of various types of Tsunami wave trains entering bays is of practical importance for coastal hazard assessments. The linear shallow water equations admit two types of solutions inside an inclined bay with parabolic cross section: Energy transmitting modes and decaying modes. In low frequency limit there is only one mode susceptible of transmitting energy to the inland tip of the bay. The decay rates of decaying modes are controlled by the boundary conditions at the sides of the bay. Therefore a complicated eigenvalue problem needs to be solved in order to compute these decay rates. To determine the amplitude of the energy transmitting mode one should solve an integral equation, involving not just the energy transmitting mode but also decaying modes, the scattered field into the open sea, the incident wave and the reflected wave in the open sea. However, in the long wave limit, all these complications can be avoided if one applies the Dirichlet boundary conditions at the open boundary. That is to take the displacement of the free surface at the open boundary being equal to the twice of the disturbance associated with the incident wave in the open sea, just like a wall boundary condition. The runup produced by the solution obtained from this Dirichlet boundary condition, can be easily calculated using a series of images. In this model no energy is allowed to escape from the bay therefore the error arising from the simplification of the boundary conditions at the open boundary grows with time. Nevertheless the maximum runup occurs before this error becomes significant. If the characteristic wavelength of the incident wave train is equal to 5 times the width of the bay then this simple solution overestimates the first maximum of the runup only by %15 compared to the “exact” solution derived from the integral equation. This overestimation is partly due to the fact that Dirichlet boundary conditions violates the continuity of depth integrated velocities. The solution associated with Dirichlet boundary condition is perturbed in order to match fluxes inside and outside of the bay. This perturbation does not use the decaying modes inside the bay. The height of the first maximum of the runup coming from the perturbation theory is in excellent agreement with that obtained using the integral equation. This perturbation theory can also be applied to narrow bays with arbitrary cross section as long as their depth does not not change in the longitudinal direction.

How to cite: Postacioglu, N., Özeren, M. S., and Çelik, E.: An asymptotic approximation of the maximum runup produced by a Tsunami wave train entering an inclined bay with parabolic cross section, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5096, https://doi.org/10.5194/egusphere-egu2020-5096, 2020.

NH5.3 – Geological Records of Tsunamis and Other Extreme Waves

EGU2020-19736 | Displays | NH5.3

Boulder deposits on the southeastern coast of Cyprus and their relation with paleotsunami events of the Eastern Mediterranean

Niki Evelpidou, Christos Zerefos, Costas Synolakis, Christos Repapis, Anna Karkani, Miltiadis Polidorou, and Ioannis Saitis

Cyprus has a long record of tsunami waves, as noted by archaeological and geological records. Large boulder deposits have been noted in the southeastern and western part of the Island. At Cape Greco (southeastern Cyprus) large boulders have been noted, however, no detailed geomorphological research has taken place so far and the related high energy event remains undated. Our research focuses at Cape Greco Peninsula in order to record in detail and interpret the large boulders deposits. The boulders, located at 3 m amsl, are fragments of a layer of an upper Pleistocene aeolianite, which is overlaying unconformly a lower Pleistocene calcarenite. Dimensions and spatial distribution of 272 small, medium and large boulders were documented, while their precise distance from the coastline was recorded by field mapping and remote sensing, using GNSS, drone and GIS technics. Several large boulders weighting more than ~30 metric tons were found up to 60m inland. Geomorphologic mapping and morphometric measurements, along with the presence of marine organisms suggests that some of the boulders were removed from their original intertidal zone and were transported inland by the force of large waves. In this work, we attempt to determine the extreme event that caused their transport inland. We further attempt a correlation of the event with already known tsunami events from Eastern Mediterranean, based on the estimated wave heights and the radiocarbon dating of marine gastropods (Vermetus sp.).

How to cite: Evelpidou, N., Zerefos, C., Synolakis, C., Repapis, C., Karkani, A., Polidorou, M., and Saitis, I.: Boulder deposits on the southeastern coast of Cyprus and their relation with paleotsunami events of the Eastern Mediterranean, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19736, https://doi.org/10.5194/egusphere-egu2020-19736, 2020.

EGU2020-10196 | Displays | NH5.3

Using Portuguese palaeotsunami deposits to reconstruct wave parameters and establish sediment sources, return periods and epicenters: a review on current knowledge

Pedro Costa, Ivana Bosnic, Lisa Feist, Francisco Dourado, Ana Nobre Silva, Maria Conceição Freitas, Klaus Reicherter, and César Andrade

Tsunami geoscience has evolved greatly since its seminal works in late 1980’s. Initially, tsunami deposits were merely identified in the stratigraphic record using its singularity and penetration inland. Later, especially after the 2004 and 2011 tsunami events, recognition of tsunami deposits progressed to interpretation on sediment dynamics and inundation phases based on the progressive application of different sedimentological, geochemical, paleontological and geophysical analytical techniques. Equally to other locations worldwide, tsunami deposits in Portugal were originally (early 1990’s) identified due to its geomorphological imprint or by its coarser sandy nature in muddy low-lying basins within the stratigraphic sequence of coastal sectors along the southern coast (Algarve). Many of these deposits were firstly studied in detail in terms of spatial distribution, texture and micropalaeontological composition. One aspect that was noticed was the uniqueness of the CE 1755 event in the top of the Holocene sequence. The CE 1755 tsunami is well-known for its consequences all over the Atlantic basin however its epicenter is yet to be established with certainty. In that sense, over the last decade, a multitude of analysis and new sites were studied (Salgados, Alcantarilha, Furnas, Barranco, Almargem) and contributed to shed new light on the CE 1755 and on other extreme events that impinged the Portuguese coastal fringe. For example, boulder analysis and the erosional signature in dune fields were used to model wave flow characteristics (run-up, flow velocity and flow depth). On the other hand, grain-size data and heavy mineral composition established a robust source-to-sink relationship between the CE 1755 tsunami deposits and dune sediments. Similarly, microtextural analysis corroborated these findings reaching similar conclusions. The application of geochemistry and high-resolution micropaleontological analysis brought new insights in terms of inundation extent and in the establishment of inundation phases. All these analyses contributed to a better understanding of the CE 1755 tsunami dynamic and its onshore sedimentological imprint. Very recently, state-of-art hydrodynamic and morphodynamic modelling exercises have been conducted using this unique geological database to be validated. They contribute to exclude potential generation zones and to narrow down the search for the CE 1755 epicenter.

Another very innovative aspect is the recent study of the shelf area that is providing a ground-breaking opportunity to couple onshore and offshore palaeotsunami data and make inferences about the relevance of the backwash process on the depositional imprint.

This work will summarize the present state-of-knowledge on the Portuguese tsunami geological record, a unique tsunami geoscience case-study in Europe.

 

Authors acknowledge the financial support of FCT through projects UIDB/50019/2020–IDL and OnOff –

PTDC/CTAGEO/28941/2017.

How to cite: Costa, P., Bosnic, I., Feist, L., Dourado, F., Nobre Silva, A., Freitas, M. C., Reicherter, K., and Andrade, C.: Using Portuguese palaeotsunami deposits to reconstruct wave parameters and establish sediment sources, return periods and epicenters: a review on current knowledge, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10196, https://doi.org/10.5194/egusphere-egu2020-10196, 2020.

EGU2020-7824 | Displays | NH5.3

Organic geochemical analysis of multiple tsunami deposits of the last century at the Aomori coast (Northern Japan)

Mike Frenken, Piero Bellanova, Yuichi Nishimura, Jan Schwarzbauer, and Klaus Reicherter

Japan, more precisely, the eastern coastal areas of Honshu, are one of the most affected areas of tsunamis in the world. Major events within the last century were three Sanriki-oki tsunamis (1896, 1933, 1968), and the most recent 2011 Tohoku-oki tsunami, triggered by the 9.1 MW Tohoku-oki earthquake, which caused massive damage along the coastlines.

The 2011 Tohoku-oki tsunami overtopped the coastal defense walls with waves of 6-10 m height along the shores of the Aomori Prefecture in Northern Japan. The inundation reached up to 550 m inland, however, sandy tsunami deposits are limited to 250 – 350 m of the total inundation distance. At the field site of Misawa Harbor the well-preserved identifiable tsunami remains show up to 18 cm thick sand layers with sedimentary features, such as fining upward sequences, mud caps and rip-up clasts. The sandy deposits were enclosed in the soil of the coastal protection forest. Along with the sedimentary record of the tsunami, the use of organic geochemical indicators can provide a better understanding of the extend and processes, such as the deposition of tsunami layers and the backwash, of the inundation by the 2011 Tohoku-oki tsunami. The devastating damages caused by the interaction of tsunami and earthquake released pollutants associated as biological and anthropogenic markers. These released pollutants give the tsunami deposit an unique geochemical signature, that is distinguishable from the background sedimentation. Organic-geochemical results reveal a strong increase of anthropogenic (polycyclic aromatic hydrocarbons, pesticides and chlorinated compounds) and a variation of biological markers (i.e. n-alkanes, fatty acids) in the 2011 tsunami deposit close to the fishery port. During the analysis of the samples, another variation of biomarker and anthropogenic marker were identified right below the soil layer of the current forest. This layer is as well distinguishable from the paleo-dune that marks the lowest sedimentological unit at the field site. This differentiation shows the likely impact of a historical Sanriki-oki tsunami (1896, 1933 or 1968). These organic geochemical results in combination with local eyewitness reports of the tsunamis and lead to the assumption that the sedimentary archive of the Aomori coastline contains and preserved at two or more tsunami events of the last century.

The inclusion of organic geochemical markers to expand the characterizing and identifying proxies used in tsunami research are important to get a better understanding of the processes and deposition during tsunamis. Furthermore, this method can detect tsunami deposits beyond the visible recognizability of sedimentological identification of tsunami deposits and therefore can serve as a blue-print for historical and paleo-tsunami studies, as most of them only rely on visible sand deposits as marker for inundation distances from the beach. The high-resolution geochemical application can gain more information than standard techniques, like the identification of the “invisible” tsunami layer exceeding the limits of sandy deposits or the deposition in similar sedimentary textures, capturing a broader picture of the event.

How to cite: Frenken, M., Bellanova, P., Nishimura, Y., Schwarzbauer, J., and Reicherter, K.: Organic geochemical analysis of multiple tsunami deposits of the last century at the Aomori coast (Northern Japan), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7824, https://doi.org/10.5194/egusphere-egu2020-7824, 2020.

The first physical field evidence for any dated tsunami event on the coast of Israel was discovered twenty years ago.  Since then, three campaigns of offshore core collections were completed with the aim of testing the validity of that interpretation, further completing the catalogue of known tsunami events, providing constraining data for models, determining associations with potential source tsunami-generating mechanisms, and assessing risk for purposes of emergency planning and coastal management.  Those follow-up coring campaigns provided many additional examples of anomalous sedimentary deposits that agreed with tsunami-derived interpretations and failed to fit criteria of other potential causes (e.g. floods, storms); reinforcing the theory that multiple tsunami events impacted that coastline and building a more complete record.  The interpretation of these offshore deposits has been improved by ongoing contributions from modern sedimentological studies following the set of recent megatsunamis.  Specifically, tsunami sediment characterization from modern tsunami studies has greatly improved the ability to recognize cryptic, anomalous deposits with higher confidence.  In addition, a small set of new land-based evidence has been identified, some of which match written historical records, and many that corroborate the offshore sedimentary record. In this presentation, a summary of these finds and the latest, most updated catalogue of events based on physical sedimentary deposits will be presented highlighting knowledge gained regarding variations in the efficacy of various proxies in the tsunami ‘tool box’ with relationship with this particular stretch of coastline.

How to cite: Goodman Tchernov, B.: Recent Advances in the Identification of Onshore and Offshore Tsunami Deposits from the Eastern Mediterranean Coastline of Israel, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13521, https://doi.org/10.5194/egusphere-egu2020-13521, 2020.

EGU2020-2839 | Displays | NH5.3

Modeling morphological changes by tsunami Induced currents

Sangyoung Son, Taehwa Jung, Dae-Hong Kim, and Hyun-Doug Yoon

At the nearshore area, strong and energetic flow fields can be easily formed during the tsunami event and it is hence expected coastal morphology is significantly affected by complex tsunami-induced current. In this study, the morphological changes by tsunami impacts on the US west coasts were investigated by numerical modeling. Firstly, we introduced a developed numerical model for calculating morphological changes by the tsunami wave, which incorporates a set of sub-models; hydrodynamics, sediment transport and morphological evolution models. The fully nonlinear Boussinesq-type model was adopted in the hydrodynamics calculations aiming at the better recreation of nearshore current fields which easily develop into turbulent flows due to various types of sources (e.g., wave-breaking). Then, the benchmark tests of one-dimensional or two-dimensional sedimentation problems were performed for validation; dam-break flow over the movable bed, breaking solitary waves over a sloping beach, partially breached dam-break flow over the mobile bed, and dam-break flows over a movable bed with a sudden enlargement. Calculated results revealed good agreement with the experimental records when a reasonable parameter has been chosen for closure models. As a real-scale application of the model, the 2011 Tohoku-Oki tsunami event was attempted, which subsequently presented a good prediction of tsunami-generated scouring and deposition in harbors. It was also confirmed that strong currents were successfully generated through the model, causing severe depth changes through the sedimentation process. To provide a rough guide for prospective users, we also performed several types of sensitivity tests on many parameters involved in the model

How to cite: Son, S., Jung, T., Kim, D.-H., and Yoon, H.-D.: Modeling morphological changes by tsunami Induced currents, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2839, https://doi.org/10.5194/egusphere-egu2020-2839, 2020.

Studies on recent on the deposits of recent tsunami and tropical cyclone events have provided the research community with new insights on the utility of their deposits. In addition, they also provide for the evaluation of some criticisms and knowledge gaps for future studies. There remain no globally applicable sedimentological criteria for differentiating between tsunami and storms deposits in either washover sandsheets or boulder deposits. What has been compiled for the many deposits attributed to tsunamis and storms is a suite of geomorphological or sedimentary features or commonalities, often referred to as signatures. All deposits regardless of type must be considered in terms of the local setting, and be carefully analysed for spatial relationships. Geomorphological characteristics and sedimentary features must also be considered in the context of the local environment. When considered alone many of the reported signatures for storms and tsunamis are equivocal. In fact, many of the signatures from the literature for tsunami or storm deposition, including the presence of marine microfauna or increases in particular elemental concentrations merely indicate the marine source of the material. Hence, storm surges, sea level change or co-seismic subsidence may show similar sedimentological characteristics. Efforts to differentiating between tsunami and storm deposits have stagnated and new approaches are needed. Addressing this need I will discuss my views on where the coastal geohazard community can go from here.

How to cite: Switzer, A. D.: The study of storm and tsunami deposits in the geological record: Are we going in circles? , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-16785, https://doi.org/10.5194/egusphere-egu2020-16785, 2020.

EGU2020-22090 | Displays | NH5.3

Can we distinguish tsunami and storm deposits based on their microbial composition?

Wenshu Yap, Switzer Adam, Gouramanis Chris, Dominey-Howes Dale, Labbate Maurizio, and Lauro Federico

 

Can we distinguish tsunami and storm deposits based on their microbial composition?

 

Wenshu Yap1,2,3, Adam D. Switzer 1,2, Chris Gouramanis4, Dale Dominey-Howes5, Maurizio Labbate6, Federico M. Lauro1,3

 

1 Asian School of the Environment, Nanyang Technological University, 50 Nanyang Drive, Singapore 639798

2 Earth Observatory of Singapore, Nanyang Technological University, 50 Nanyang Drive, Singapore 639798

3 Singapore Centre for Environmental Life Sciences Engineering, Nanyang Technological University, 60 Nanyang Drive, Singapore 639798

4 Department of Geography, National University of Singapore, Kent Ridge, Singapore 117570

5 Asia-Pacific Natural Hazards and Disaster Risk Research Group, School of Geosciences, University of Sydney, NSW 2006, Australia

6 School of Life Sciences, University of Technology Sydney, NSW 2007, Australia

 

One of the challenges in the study of coastal hazard is to reliably distinguish between storm and tsunami deposited sediments. This limitation compromises the quality and accuracy of reconstructing historical coastal flooding records, and is thus an issue to a variety of policy makers and stakeholders interested in assessing the risk and vulnerability of coastal communities. Here we describe a microbial community signature based on amplicon sequencing of DNA extracted from environmental samples collected from two different locations i.e. Cuddalore, India and Phra Thong Island, Thailand. Both locations were impacted by the 2004 Indian Ocean Tsunami and a subsequent storm event. Our results show that the microbial community in the tsunami deposits are significantly different from that found in the storm deposits as well as soil and terrestrial sediments (PERMANOVA, p-value <0.01) in both locations. The microbial community differences between the tsunami deposits and storm deposits are not statistically correlated with chemical data such as total Nitrogen, total Carbon and total Sulfur, implying that our microbial signature is insensitive to environmental and geochemical variability. Integrating molecular techniques to investigate geological records is powerful and statistically robust in discriminating between modern tsunami and storm deposits.

How to cite: Yap, W., Adam, S., Chris, G., Dale, D.-H., Maurizio, L., and Federico, L.: Can we distinguish tsunami and storm deposits based on their microbial composition?, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22090, https://doi.org/10.5194/egusphere-egu2020-22090, 2020.

EGU2020-5843 | Displays | NH5.3

SIZE MATTERS! (Or the crucial importance of small foraminifera in interpreting tsunami sediments)

Francisco Fatela, Pedro Costa, Ana Silva, and César Andrade

Benthic foraminiferal studies were hardly comparable for several decades because of the absence of standardised size criteria. Actually, sample wash and foraminifera investigations in different studies addressed >63µm, >125µm, >150µm or even >250µm fractions. The turning point arrived with Schröder et al. (1987) and Sen Gupta et al. (1987). Both reported significant loss in the foraminifera and species abundances in the >125µm fraction, when compared with the >63µm. Dominant species in oceanic environment became non-significant or disappear, and the larger sieves record became obviously less informative. Schönfeld et al. (2012) consider that >125µm is adequate for ecological monitoring but point that, in some environments, to prevent losing smaller species and juveniles it is required to use the >63µm fraction. Recently, a worrying trend argues that solely the >150μm residue should be investigated to save time, even if it results on assemblages bias. Such trend represents an unacceptable step back. In fact 1) the analysis of coarser fractions reduces representativity of small, but relevant, adult species, effectively biasing both the associations and interpretations, 2) up to 50% (in cases 99%) of foraminiferal fauna may be lost, 3) this constrains comparison with published research and jeopardizes future work and 4) the contribution of juveniles (regardless of their identification) for sedimentary dynamic interpretations is lost. This is clearly the case of foraminiferal studies on tsunami deposits, where small species and juveniles often represent an important proxy to understand tsunami flow dynamics. For instance, in the Algarve 1755AD tsunami deposits juveniles represent up to 22% of the assemblage (e.g. Quintela et al., 2016).

Furthermore, >150µm fraction does not correspond to any Wentworth’s grain-size classes, precluding correlation between foraminifera and sediment textural features in tsunami deposits analysis (e.g., Hawkes et al., 2007;Mamo et al., 2009; Pilarczyk et al., 2019). Consequently it must be assumed that foraminiferal research is a time consuming task, and that “Yes, size matters!” thus small foraminifera cannot be disregarded and fraction >63µm should be mandatory in multiproxy analyses.

 

Authors acknowledge the financial support of FCT through projects OnOff – PTDC/CTAGEO/28941/2017 and  UIDB/50019/2020–IDL.

Hawkes, AD et al. (2007). Sediments deposited by the 2004 Indian Ocean Tsunami along the Malaysia-Thailand Peninsula. Marine Geology 242, 169-190.

Mamo, B et al (2009). Tsunami sediments and their foraminiferal assemblages. Earth-Science Reviews 96, 263-278.

Pilarczyk, J et al. (2019).Constraining sediment provenance for tsunami deposits using distributions of grain size and foraminifera from the Kujukuri coastline and shelf, Japan. Sedimentology doi: 10.1111/sed.12591

Quintela, M et al. (2016). The AD 1755 tsunami deposits onshore and offshore of Algarve (south Portugal): Sediment transport interpretations based on the study of Foraminifera assemblages. Quaternary International, 408: 123-138.

Schönfeld, J and FOBIMO group (2012). The FOBIMO (FOraminiferal BIo-MOnitoring) initiative—Towards a standardized protocol for soft-bottom benthic foraminiferal monitoring studies. Marine Micropaeontology 94-95, 1-13.

Schröder, CJ et al. (1987). Can smaller benthic foraminifera be ignored in Paleoenvironmental analysis? Journal of Foraminiferal Research 17, 101-105.

Sen Gupta, BK et al. (1987). Relevance of specimen size in distribution studies of deep-sea benthic foraminifera. Palaios 2, 332-338.

How to cite: Fatela, F., Costa, P., Silva, A., and Andrade, C.: SIZE MATTERS! (Or the crucial importance of small foraminifera in interpreting tsunami sediments), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5843, https://doi.org/10.5194/egusphere-egu2020-5843, 2020.

EGU2020-7988 | Displays | NH5.3

AD 1755 Lisbon tsunami deposits – geophysical, sedimentological and organic geochemical analysis (Conil de la Frontera, Spain)

Christoph Cämmerer, Mike Frenken, Piero Bellanova, Max Chaumet, Jan Schwarzbauer, and Klaus Reicherter

On the 1st November AD 1755, the tsunami, triggered by the 8.5 to 9 MW 1755 Lisbon earthquake, caused major inundations with sediment transport along the coastline of the Gulf of Cadiz. The study area, Conil de la Frontera (El Palmar de Vejer), located at the Gulf of Cadiz in southwestern Spain, was severely stuck by the AD 1755 Lisbon tsunami. Witness of the destruction and power of the tsunami inundation are the walls of Torre de Castilnovo, close to the study area, which got heavily destroyed. El Palmar de Vejer was chosen as a study area due to the topographical setting, characterized by the flat alluvial flood plain. With these peculiarities, the area presents good preconditions as a sedimentological archive for potential deposits of the AD 1755 tsunami.

First, geophysical methods were used to identify potential sandy layers attributed to the AD 1755 tsunami. Ground-penetrating radar (270 MHz antenna) was used to systematically scan the ground to a depth of ca. 3 m. The evaluation of these radargrams were taken into account for the selection of GeoSlicer drilling locations. Based on the samples obtained, granulometric analyses were carried out (1) to identify the potential sandy tsunami deposit; (2) to analyze the different sedimentological depositional environments before, during and after the tsunami; (3) to detect tsunami sublayers deriving from different waves within the wave-train of  the AD 1755 Lisbon tsunami, since 3 waves were reported.

Furthermore, both inorganic and organic geochemical investigations were performed on the samples. With the help of inorganic geochemical analysis of major elements (Si, Sr, Ti, Ca, N, S) as well as elemental ratios can identify a distinction between marine and terrestrial depositional environments and accumulate more information about the deposit facies. By the use of organic geochemistry for the analysis of biomarker, several different natural compounds were detected (e.g., n-alkanes, n-aldehydes). Biomarker results suggest a distinct differentiation between the AD 1755 tsunami deposit and the surrounding background sediment layers above and below. The tsunami deposits contrasts to the post and pre-tsunami layers by different concentrations of biomarkers and deviant occurrence of specific compounds. The n-alkanes are manifesting the difference of marine and terrestrial sources of the different layers. Results of this study analyzing the Iberian sedimentary archives at Conil de la Frontera present strong evidence that a multi-proxy approach with the inclusion of geochemical applications can confidently detect tsunami deposits, distinguish them from surrounding background sediments and subsequently characterize the internal structure and composition of the tsunami deposit.

How to cite: Cämmerer, C., Frenken, M., Bellanova, P., Chaumet, M., Schwarzbauer, J., and Reicherter, K.: AD 1755 Lisbon tsunami deposits – geophysical, sedimentological and organic geochemical analysis (Conil de la Frontera, Spain), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7988, https://doi.org/10.5194/egusphere-egu2020-7988, 2020.

EGU2020-13902 | Displays | NH5.3

How to interpret Holocene palaeoenvironmental and cultural changes in SW Iberia based on the palynological record from the GeoB23519-01 core (RV METEOR cruise M152)

Cristina Val-Peón, Daniela Eichner, José A. López-Sáez, Klaus Reicherter, Lisa Feist, Pedro J.M. Costa, Piero Bellanova, Juan I. Santisteban, Ivana Bosnic, Jan Schwarzbauer, Mike Frenken, Andreas Vött, Helmut Brückner, Holger Schüttrumpf, César Andrade, João F. Duarte, and Jannis Kuhlmann

The southwest of the Iberian peninsula is, due to its border position between Africa and Europe, a key territory of major geoarchaeological interest, as well as a reservoir of biodiversity and a wildlife refuge area during the Holocene. Bioclimatic conditions have been significantly unstable during this period in the Western Mediterranean. Therefore, further studies are still required to understand how abrupt climate changes such as the 8.2 and 4.2 ka cal BP events impacted societies and environment.

 

In November 2018 the RV Meteor cruise M-152 retrieved 19 vibracores and 4 gravity cores along the Algarve coast after mapping the bathymetry. One of these cores, GeoB23519-01, was taken 65 m below present sea level and recovered 365 cm of sediment. Four potential event layers were identified over the last 11 ka cal BP and, at least two of them, are related to tsunami deposits (ca. 4370 cal BP and AD 1755).

 

This sedimentary archive was analysed in a multi-proxy approach, including palynological and micropalaeontological analyses, which allow characterizing palaeoenvironmental changes along the core. However, considering the characteristics of these deposits, we raise questions about how complex this palynological record is and how it mirrors some short-term events, climate dynamics, and cultural disruptions.

How to cite: Val-Peón, C., Eichner, D., López-Sáez, J. A., Reicherter, K., Feist, L., Costa, P. J. M., Bellanova, P., Santisteban, J. I., Bosnic, I., Schwarzbauer, J., Frenken, M., Vött, A., Brückner, H., Schüttrumpf, H., Andrade, C., Duarte, J. F., and Kuhlmann, J.: How to interpret Holocene palaeoenvironmental and cultural changes in SW Iberia based on the palynological record from the GeoB23519-01 core (RV METEOR cruise M152), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13902, https://doi.org/10.5194/egusphere-egu2020-13902, 2020.

EGU2020-20706 | Displays | NH5.3

Offshore 1755 CE Lisbon Tsunami Deposit in the Southern Portuguese Continental Shelf

Vincent Kümmerer, Teresa Drago, Cristina Veiga Pires, Pedro Silva, Ana Lopes, Vitor Magalhães, Cristina Roque, Ana Isabel Rodrigues, Pedro Terrinha, Anxo Mena, Guillermo Francés, Achim Kopf, David Völker, Emília Salgueiro, Ana Alberto, Cristina Lopes, Pedro Costa, and Maria Ana Baptista

The importance of tsunami hazard assessment is only possible if a complete dataset of events is available, allowing the determination of the recurrence intervals of the tsunamis adapted to local and regional conditions. One possible way to know these intervals is to study the offshore sedimentary record, looking for sediment remobilised and transported by the incoming tsunami waves and generated backwash currents. Even if these deposits are not of easy access (and not so well studied), the tsunami depositional signature has potential to be better preserved than those located onshore.

A multidisciplinary approach was performed to detect the sedimentary imprints left by the 1755 CE Lisbon tsunami event in three cores located in southern Portuguese continental shelf at water depths between 57 and 91 m. Age models based on 14C and 210Pbxs data allowed a probable correspondence with the 1755 CE Lisbon tsunami.

The present study was based in high-resolution analyses using several methodologies such as sand composition, grain size, inorganic geochemistry and microtextural features on quartz grain surfaces. The results yielded evidences for a tsunamigenic origin although no remarkable terrigenous signal is present. Spatial depositional differences of tsunami sediments were detected in the study area by differences in grain size, sand composition and simulated horizontal surface velocities. Also, the heterogeneous and mixing character of the 1755 CE Lisbon offshore tsunami deposits indicate more complex sedimentary conditions compared to the background sedimentation.

This study shows that in fact the sediment layers corresponding to a tsunami event can be preserved in mid to outer continental shelf environments (other extreme events such as storms were excluded trough hydrodynamic calculations), but its identification and characterization can be done only with a good assemblage of different proxies.

This is a contribution of ASTARTE project (FP7-Grant agreement no: 603839) and CIMA project (UID/MAR/00350/2013).

How to cite: Kümmerer, V., Drago, T., Veiga Pires, C., Silva, P., Lopes, A., Magalhães, V., Roque, C., Rodrigues, A. I., Terrinha, P., Mena, A., Francés, G., Kopf, A., Völker, D., Salgueiro, E., Alberto, A., Lopes, C., Costa, P., and Baptista, M. A.: Offshore 1755 CE Lisbon Tsunami Deposit in the Southern Portuguese Continental Shelf, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20706, https://doi.org/10.5194/egusphere-egu2020-20706, 2020.

EGU2020-8504 | Displays | NH5.3

The continental shelf as an offshore archive for tsunami deposits – an example from southwest Iberia (RV METEOR cruise M152)

Lisa Feist, Klaus Reicherter, Pedro J.M. Costa, Piero Bellanova, Juan I. Santisteban, Ivana Bosnic, Cristina Val-Peón, Jan Schwarzbauer, Mike Frenken, Andreas Vött, Helmut Brückner, Holger Schüttrumpf, César Andrade, João F. Duarte, Jannis Kuhlmann, and the M152 scientific team

In AD 1755 a strong earthquake-generated tsunami destroyed large parts of the southwest Iberian coastline. Data for the study of the sedimentological characteristics and palaeo-ecological effects of the backwash of this well-known AD 1755 Lisbon tsunami and possible preceding events on the continental shelf was obtained during RV METEOR cruise M152 in November 2018, since the hydrodynamics of tsunami backwash currents are as yet poorly understood. Furthermore, the suitability of the shelf as a reliable sedimentary archive for tsunami deposits was investigated.

Along the Algarve coast, prominent AD 1755 Lisbon tsunami deposits have been detected onshore for quite some time. Cruise M152 conducted a geophysical survey on the corresponding shelf area to obtain bathymetry and sub-bottom profiles for the recognition of depositional basins. Subsequently, 19 sediment cores were retrieved from the most suitable depositional basins by vibracoring at water depths from 65 to 114 m. The cores were analysed in a multiproxy approach (granulometry, magnetic susceptibility, P-wave velocities, organic and inorganic geochemistry, micropalaeontology). Deposits of the AD 1755 Lisbon tsunami were identified in most of the cores as a thin layer at ca. 20 cm depth.

More surprisingly, a second event deposit dating to ca. 3700 years cal. BP was detected at core depths of 122 to 155 cm. It is even traceable in the sub-bottom profiles and consists of a distinctive ca. 30 cm thick well sorted medium-sized siliciclastic sand. Due to the thickness of the deposit an in-depth study of its characteristics was possible. It displays an erosive basal contact followed by a thin matrix-poor shell hash layer, a reversely graded fine sand layer and ultimately a massive, quite homogeneous medium sand resembling the Ta division of the Bouma sequence or the S1, S2 and S3 divisions of the Lowe sequence. The deposit is distinguishable from the silt to silty sand-dominated background sedimentation not only due to the textural and compositional features, but also due to contrasting geophysical and geochemical properties. Terrestrial provenance for (at least parts of) the sediment is revealed by biomarker analysis. Based on these characteristics, the deposit is interpreted as the result of a high density hyperpycnal flow from the coast towards the offshore caused by tsunami backwash. This event layer may be correlated to onshore observations of tsunami deposits along the southwest coast of Spain but has never been identified in Portugal where the onshore record of tsunami deposits only covers the last three millennia.

The results of this multiproxy analysis strongly suggest the shallow offshore area below storm wave base to host reliable sedimentary archives for tsunami backwash deposits, which allow the discovery of as yet unknown events. Palaeotsunami research can benefit from the investigation of offshore archives, especially where onshore records are incomplete or sparse.

How to cite: Feist, L., Reicherter, K., Costa, P. J. M., Bellanova, P., Santisteban, J. I., Bosnic, I., Val-Peón, C., Schwarzbauer, J., Frenken, M., Vött, A., Brückner, H., Schüttrumpf, H., Andrade, C., Duarte, J. F., Kuhlmann, J., and M152 scientific team, T.: The continental shelf as an offshore archive for tsunami deposits – an example from southwest Iberia (RV METEOR cruise M152), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8504, https://doi.org/10.5194/egusphere-egu2020-8504, 2020.

EGU2020-11412 | Displays | NH5.3

Tsunami-derived sediments identified in the destruction sequence of an 8th century warehouse in Caesarea Maritima, Israel

Charles Everhardt, Uzi 'Ad, Ofra Barkai, Roi Jaijel, Lotem Robins, Joel Roskin, and Beverly Goodman-Tchernov

Preserved on land coastal tsunami deposits onshore have rarely been reported for the coastline of Israel. According to offshore sedimentological records, a tsunami struck the coast of early Islamic Caesarea Maritima, likely coinciding with a major earthquake in 749 AD. Anomalous sand layers from the same time period were reported by archaeologists in structures near the shore, but they were recorded with varied interpretations (construction fill, dune development, general abandonment). Unfortunately, no sediments were collected nor analyzed from those excavations. Recently, an area with this same deposit was freshly excavated. This allowed it to be studied to determine its taphonomic history. The deposit is comprised of a thick, well-sorted sand layer with semi-articulated sequences of building stones followed by independent matrix-supported building stones, the entire deposit sandwiched between an early-eighth century abandonment layer and a late-eighth century floor. Two sediment cores from the deposit, as well as reference samples representative of other depositional environments, have been analyzed for grain size distribution, foraminiferal abundance, diversity, taphonomic characterization, relative age by portable luminescence (POSL), and loss on ignition. In tandem, reference samples from modern beach, dunes, an eighth century archaeological construction fill, and shallow marine sands were analyzed as reference samples for comparison. The combination of results indicates that the sandy deposit formed during a high-energy event, and does not resemble other known types of sand deposits in the area, including those suggested as possible interpretations by the excavators. The results of this study will contribute to the understanding of tsunami deposits preserved on land in Caesarea Maritima, provide geographical constraints to enhance coastal inundation models and hazard/risk area maps, and more broadly contribute to the understanding of tsunami sedimentological studies in geoarchaeological contexts. 

How to cite: Everhardt, C., 'Ad, U., Barkai, O., Jaijel, R., Robins, L., Roskin, J., and Goodman-Tchernov, B.: Tsunami-derived sediments identified in the destruction sequence of an 8th century warehouse in Caesarea Maritima, Israel, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11412, https://doi.org/10.5194/egusphere-egu2020-11412, 2020.

EGU2020-13147 | Displays | NH5.3

Catastrophic coastal flooding events along the southern Baltic Sea coast during the Late Holocene.

Karolina Leszczyńska, Damian Moskalewicz, Karl Stattegger, and Witold Szczuciński

Catastrophic coastal flooding is one of the main forcing agents of short-term coastal system changes and represents a major threat to human activities concentrated along the coasts worldwide, particularly in the light of ongoing climate change. In order to better understand the frequency and character of catastrophic marine inundation events in the past as well as to predict future trends the knowledge on the long-time records of Holocene coastal flooding chronologies is necessary.

The southern coast of the Baltic Sea is an important study area because it is exposed to both, (north) westerly and (north) easterly storms and corresponding seiche effects. Moreover, the negligible tidal forcing does not bias the elevated water table of marine water surge events, so the true coastal flooding signal is preserved in the sedimentary record (Hippensteel, 2010). Furthermore, as demonstrated in a recent study by Piotrowski et al. (2017) in the area of Polish coast the low lying marsh areas behind coastal dunes or at river mouths are promising sedimentary environments to provide with record of catastrophic coastal flooding.

The poster reviews the most up-to-date state of palaeo-tempestological research within the southern Baltic Sea coast summing up the newest findings of the CatFlood project launched in March 2019. The overview of topographical and geomorphological characteristics of field locations, which are most prone to marine coastal flooding and preservation of sedimentological evidence for these catastrophic events will be given based on the pilot study within 16 field locations. The study sites are scattered along whole Polish Baltic Sea coast. Furthermore, in depth observations of features of deposits associated with marine inundation events is provided based on the detailed analysis of sediments from four selected key field locations. The event- layers characteristics are reconstructed by standard techniques such as grain size, shape and texture, heavy mineral composition, mineral versus organic matter ratio analyses. Above that the analysis of internal structure of flooding deposits in microscale is described from thin sections. The composite chronologies and the high resolution age control based on both 14C dating and 210Pb/137Cs provides with insights into the chronology of these events. A new approach is the application of seda-DNA analysis in deciphering the marine character of event deposits.

References:

Hippensteel,  S.P.,  2010.  Paleotempestology  and  the  pursuit  of  the  perfect  paleostorm  proxy.  GSA Today 20, 52-53.

Piotrowski,  A.,  Szczuciński,  W.,  Sydor,  P.,  Kotrys,  B.,  Rzodkiewicz,  M.,  Krzymińska,  J.,  2017. Sedimentary  evidence  of  extreme  storm  surge or tsunami  events  in  the  southern  Baltic  Sea (Rogowo area, NW Poland). Geological Quarterly 61, 973-986.

The research project CatFlood is funded by National Science Centre, Poland,

OPUS grant nr: 2018/29/B/ST10/00042

How to cite: Leszczyńska, K., Moskalewicz, D., Stattegger, K., and Szczuciński, W.: Catastrophic coastal flooding events along the southern Baltic Sea coast during the Late Holocene., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13147, https://doi.org/10.5194/egusphere-egu2020-13147, 2020.

EGU2020-18238 | Displays | NH5.3

Metagenomics of tsunami deposits: developments, challenges and recommendations from a case study on the Shetland Islands (UK)

Max Engel, Tasnim Patel, Sue Dawson, Anna Pint, Isa Schön, and Vanessa M.A. Heyvaert

Onshore tsunami deposits provide crucial information on tsunami recurrence patterns in flood-prone areas. Their composition is mainly a function of the site-specific coastal sediment system, bathymetry, and onshore topography and flow conditions. Microfossils (e.g. foraminifera, ostracods, diatoms) are often utilised to recognize tsunami deposits and differentiate them from other deposits. Foraminifera found within tsunami deposits mostly comprise allochthonous associations dominated by benthic intertidal to inner shelf taxa. Specimens may also originate from outer shelf to bathyal depths; even planktonic forms may occur. Furthermore, changes in test numbers, taphonomy, size or adult/juvenile ratios compared to background sedimentation are common. However, post-depositional degradation (e.g. dissolution) of carbonate tests often prevents identification, thereby reducing their value as a proxy.

The project “GEN-EX - Metagenomics of Extreme Wave Events” aims at developing high-throughput, metagenomic sequencing techniques to identify foraminifera assemblages and to unravel their cryptic diversities in onshore extreme wave deposits from their environmental DNA (eDNA) signature. The project has sampled tsunami deposits from coastal peat sections at three sites on the Shetland Islands, UK, dated to approximately 1.5, 5.5 and 8 ka BP, respectively. Tsunami deposits were identified by utilising integrative high-resolution grain-size analysis, CT scanning, multi-sensor core logging and geochemical analyses. When applying classical micropalaeontological techniques, no foraminiferal tests were found in any of the tsunami deposits analysed to date, whilst inter- to subtidal offshore source deposits show moderate to high foraminiferal concentrations, indicating possible severe post-depositional dissolution of foraminifera in the onshore tsunami deposits, which are bracketed in between massive dystrophic peats.

Several different extraction methods, polymerase chain reaction (PCR) protocols (to amplify target regions of the foraminifera DNA) and primers were tested. So far, the S14 F3 and S14 F1 primers were able to amplify the DNA of specific foraminiferal taxa from modern offshore samples, but this approach was less successful for the palaeo-samples. Current tests are focusing on targeting the amplification of another region of the foraminiferal DNA (V9), with the best available protist specific universal DNA primers at present. Possible reasons for the challenges in amplifying foraminifera DNA in the palaeotsunami samples may be due to the high age of the deposits and time-associated DNA degradation; transportation and storage of samples at ~-20 °C may also be key. However, it is possible that the foraminifera DNA is altogether absent from the sediment collected, even though this is considered unlikely given the number of tests recorded and identified in the potential subtidal source sediments. Thus, at present, a “shotgun sequencing” approach is being applied to these samples to obtain the eDNA signal in its entirety from the remains of all taxa within the sediment.

Finally, our tests so far have further revealed that the extraction method and DNA amplification protocols must be modified individually for each of the different sample types, i.e. modern offshore, modern intertidal and palaeotsunami samples, posing an added challenge to this metagenomics research. A comprehensive summary of all recommendations will be made available in the near future.

How to cite: Engel, M., Patel, T., Dawson, S., Pint, A., Schön, I., and Heyvaert, V. M. A.: Metagenomics of tsunami deposits: developments, challenges and recommendations from a case study on the Shetland Islands (UK), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18238, https://doi.org/10.5194/egusphere-egu2020-18238, 2020.

EGU2020-8218 | Displays | NH5.3

Anthropogenic pollutants and biomarkers for the identification of 2011 Tohoku-oki tsunami deposits (Japan)

Jan Schwarzbauer, Piero Bellanova, Mike Frenken, Bruce Jaffe, Witold Szczuciński, and Klaus Reicherter

Organic geochemistry is commonly used in environmental studies. In tsunami research, however, its application is in its infancy and rarely used. Tsunami deposits may also be able to be characterized by organic-geochemical parameters as tsunami transports not only particulate sedimentary material from marine to terrestrial areas (and vice versa), but also associated organic material. Recently, more attention has been given to the usage of natural organic substances (biomarkers) for tsunami identification. We present results of biomarkers and anthropogenic markers detected in deposits of the 2011 Tohoku-oki tsunami on the Sendai Plain, Japan (Bellanova et al., 2020). As the tsunami inundated the coastal lowland up to 4.85 km inland, sediments from various sources were eroded, transported and deposited across the area. This led to the distribution of biomarkers from different sources across the Sendai Plain creating a unique geochemical signature in the tsunami deposits. The tsunami also caused destruction along the Sendai coastline, leading to the release of large quantities of environmental pollutants (e.g., fossil fuels, tarmac, pesticides, plastics, etc.) that were distributed across the inundated area. Corresponding anthropogenic markers, represented by three main compound groups (polycyclic aromatic hydrocarbons, pesticides, and halogenated compounds), were preserved in tsunami deposits (at least until 2013, prior to land clearing). Organic compounds from the tsunami deposits (Tohoku-oki tsunami) were extracted from tsunami sediment and compared with the organic signature of unaffected pre-tsunami samples using gas chromatography-mass spectrometry (GS/MS) based analyses. Their concentrations differed significantly from the pre- and post-tsunami background contamination levels. Organic proxy concentrations differ also for sandy and muddy tsunami deposits due to various factors (e.g., preservation, dilution, microbial alteration).

As tsunami research advanced over the last decades so did the methods used to gain more and more information on the past events. Developing new methods for the identification and characterization of tsunami deposits for recent, historic or paleo events is crucial. Every piece of additional information we gain from event deposits leads us a step further to a better understanding of mechanisms acting during a tsunami. This will help to improve countermeasures and relief efforts. Anthropogenic markers and biomarkers, because of their high source specificity and good preservation potential, have the potential to be a valuable proxy in future studies of tsunami deposits and provide information about sediment sources and transport pathways.

How to cite: Schwarzbauer, J., Bellanova, P., Frenken, M., Jaffe, B., Szczuciński, W., and Reicherter, K.: Anthropogenic pollutants and biomarkers for the identification of 2011 Tohoku-oki tsunami deposits (Japan), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8218, https://doi.org/10.5194/egusphere-egu2020-8218, 2020.

EGU2020-18726 | Displays | NH5.3

Heavy minerals analysis on tsunami deposits from Misawa (Japan)

João Cascalho, Ana Abrantes, Pedro Costa, Piero Bellanova, Mike Frenken, and Klaus Reicherter

Heavy minerals in tsunami and storm deposits have been used to establish sediment sources and to infer the inundation and backwash phases (Morton et al., 2007). The abundance of these minerals is dependent on the hydrodynamic conditions that existed during transport and depositional stages. Overall, heavy mineral analysis allowed interpretations on sediment dynamics. Heavy mineral studies on tsunami deposits allowed the establishment of source-to-sink relationships thus, contributed to establish transport paths and inundation routes (Jagodzinski et al., 2012; Putra et al., 2013; Costa et al., 2015; Cascalho et al., 2016).

After the Tohoku-oki tsunami event, GeoSlicer were excavated and tsunami imprints were retrieved from the slices in Misawa coastal area (Japan). Heavy minerals from thirty-six samples were analyzed. Heavy minerals in the sediment fraction of 0.125-0.500 mm were separated by centrifugation in sodium polytungstate (2.90 kg/m3) and recovered by partial freezing with liquid nitrogen. An average of about 220 transparent heavy-mineral grains per sample were identified and counted under a petrographic microscope. Heavy minerals not mounted on glass slides were subjected to the ferromagnetic separation using a Frantz Isodynamic Magnetic apparatus to estimate the weight of magnetite in each sample.

Heavy-mineral weight in total sediment fraction presented a mean value of 31%, ranging between 18 and 59%. The magnetite weight percentage present in the heavy-mineral fraction has a mean of 26% ranging between 14 and 43%.

Considering the mean frequency of the transparent heavy minerals it was identified the presence of orthopyroxenes (67%), followed by clinopyroxenes (30%).

These results indicate that the main original source of heavy minerals are basic volcanic rocks. The wide ranges of variation of the total heavy mineral fraction and the magnetite present in that fraction provides useful information about the flow competence of the tsunami waves. The samples that reveal higher concentration in total heavy minerals tend to be richer in magnetite. These results could be used to pinpoint water flow conditions (velocity thresholds) promoting grain sorting leading to the formation of layers enriched in heavy minerals. Confirming previous cases, heavy mineral analysis in Misawa tsunami deposit seems to provide useful insights into tsunami-derived sediment dynamic. 

      

Cascalho, J., Costa, P., Dawson, S., Milne, F. and Rocha, A. 2016. Heavy mineral assemblages of the Storegga tsunami deposit. Sedimentary geology, 334, 21-33.     

Costa, P.J., Andrade, C., Cascalho, J., Dawson, A.G., Freitas, M.C., Paris, R. and Dawson, S., 2015. Onshore tsunami sediment transport mechanisms inferred from heavy mineral assemblages. The Holocene, 25(5), pp.795-809.

Jagodziński, R., Sternal, B., Szczuciński, W., Chagué-Goff, C. and Sugawara, D., 2012. Heavy minerals in the 2011 Tohoku-oki tsunami deposits—insights into sediment sources and hydrodynamics. Sedimentary Geology, 282, pp.57-64.

Morton, R.A., Gelfenbaum, G. and Jaffe, B.E., 2007. Physical criteria for distinguishing sandy tsunami and storm deposits using modern examples. Sedimentary Geology, 200(3-4), pp.184-207.

Putra, P.S., Nishimura, Y., Nakamura, Y. and Yulianto, E., 2013. Sources and transportation modes of the 2011 Tohoku-Oki tsunami deposits on the central east Japan coast. Sedimentary Geology, 294, pp.282-293.

The author would like to acknowledge the financial support FCT through project UIDB/50019/2020 – IDL and by FCT OnOff project PTDC/CTAGEO/28941/2017.

 

How to cite: Cascalho, J., Abrantes, A., Costa, P., Bellanova, P., Frenken, M., and Reicherter, K.: Heavy minerals analysis on tsunami deposits from Misawa (Japan) , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18726, https://doi.org/10.5194/egusphere-egu2020-18726, 2020.

EGU2020-22118 | Displays | NH5.3

Coastal boulder fields and tsunami hazards of East Java, Indonesia

William Meservy, Ronald Harris, Gilang Setiadi, and Satrio Hapsoro

Coastal boulder deposits are records of unusually powerful wave action events associated with either storms or tsunamis. Our 2016 paleotsunami survey of the southeastern Java coast led to the discovery of five coastal boulder fields near Pacitan, Indonesia, possibly dating to the mid-to-late 19th century or prior, and two similar fields at Pantai Papuma and Pantai Pasir Putih that were tsunami-emplaced during the 1994 7.9 Mw event in East Java. Both multiyear photogrammetry and hydrodynamic wave height reconstructions of the accumulations near Pacitan suggest the boulders were likely tsunami rather than storm-wave emplaced. We evaluate the boulders as an inverse problem, using reconstructed wave heights and ComMIT tsunami modelling to suggest a minimum 8.4 Mw earthquake necessary to dislodge and emplace the largest boulders near Pacitan assuming they were all deposited during a single seismic event and that the rupture source was located along the Java Trench, some 200 km south of Pacitan.

How to cite: Meservy, W., Harris, R., Setiadi, G., and Hapsoro, S.: Coastal boulder fields and tsunami hazards of East Java, Indonesia, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22118, https://doi.org/10.5194/egusphere-egu2020-22118, 2020.

NH5.4 – Extreme Internal Wave Events: Generation, Transformation, Breaking and Interaction with the Bottom Topography

EGU2020-13326 | Displays | NH5.4

Resonant coupling of mode-1 and mode-2 internal waves by topography

Zihua Liu, Roger Grimshaw, and Edward Johnson

We consider the resonant coupling of mode-1 and mode-2 internal waves by topography. The mode-2 wave is generated by a mode-1 internal solitary wave encountering variable topography in the framework of a pair of coupled Korteweg-de Vries (KdV) equations.  Three cases (A) weak resonant coupling, (B) moderate resonant coupling, (C) strong resonant coupling, are examined using a three-layer fluid system with fixed total depth but different  layer thicknesses, and each case has two  different topographic slopes, gentle and steep, respectively.  The criterion for the strength of the resonant coupling is  the ratio of the  linear phase speeds c2 for mode-2 and c1 for mode-1 waves.  This ratio c2/c1 varies  from 0.42-0.48 (A), 0.58-0.72 (B), to 0.44-0.92 (C). The simulations using the coupled KdV model are compared with a KdV model for the evolution of a mode-1 wave alone. In case (A) a convex mode-2 wave of small amplitude is generated by a depression incident mode-1 wave and the feedback on mode-1 wave is negligible. In case (B) a concave mode-2 wave of  comparable amplitude to the incident mode-1 wave is formed from a depression incident mode-1 wave; strong feedback enhances the polarity change process of the mode-1 wave. In (C) a concave mode-2 wave of large wave amplitude with wave fission is produced by an elevation incident mode-1 wave; strong feedback from the mode-2 wave suppresses the fission of the mode-1 wave. In all cases, the amplitudes of the generated mode-2 waves are proportional to the topographic slope.

How to cite: Liu, Z., Grimshaw, R., and Johnson, E.: Resonant coupling of mode-1 and mode-2 internal waves by topography, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13326, https://doi.org/10.5194/egusphere-egu2020-13326, 2020.

EGU2020-7455 | Displays | NH5.4

Synchronization of traveling waves in coupled dispersive systems

Nikolay Makarenko and Zakhar Makridin

Сoupled KdV-type equations arise in multimodal dispersive models such as the Gear – Grimshaw system which describes weakly nonlinear internal waves in neighboring pycnoclines. Coupling occurs when two or more phase speeds of different modes are close together.  This phenomenon of kissing modes is known as the Eckart resonance providing energy transfer between pycnoclines in stratified fluid. Decoupled basic equations generate separated modes of traveling waves with different phase shifts. In this context, synchronization means the existence of coupled phase-shifted solutions which can be constructed from decoupled modes by appropriate perturbation procedure.  In the present paper, we consider analytic conditions which provide the existence of periodic solutions describing synchronized cnoidal-type wave trains. Application of the Lyapunov – Schmidt method reduces this problem to the nonlinear system of implicit bifurcation equations for unknown phase shift and wave amplitude. Asymptotic analysis of these equations results sufficient condition of synchronization, which involves the Poincare – Pontryagin function depending on coupling nonlinear terms. In addition, we illustrate two different limit cases which lead to the same existence condition.  First of them corresponds to a solitary-wave limit for cnoidal waves (i.e. a nonlinear long-wave limit), and the second one is adapted to a small-amplitude limit of coupled harmonic wave packets.

This paper was supported by RFBR (grant No 18-01-00648).

How to cite: Makarenko, N. and Makridin, Z.: Synchronization of traveling waves in coupled dispersive systems, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7455, https://doi.org/10.5194/egusphere-egu2020-7455, 2020.

EGU2020-5098 | Displays | NH5.4

Mixing induced by ISWs breaking over a sloping boundary: an analytical heuristic model

Davide Cavaliere, Giovanni la Forgia, and Federico Falcini

We propose an analytical approach to estimate mixing efficiency in Internal Solitary Waves (ISWs) breaking processes. We make use of the theoretical framework of Winters et al. [1995] to describe the energetics of a stratified fluid flow, calculating the Available Potential Energy (APE) of an ISW of depression in a two-layer system, assuming that the symmetric density structure on both sides of the feature is exactly the same. Starting from the definition of mixing efficiency given by Michallet and Ivey [1999], through the Ozmidov and Thorpe length-scales we derive an expression for the mixing efficiency avoiding the use of any wave model (as KdV-type models or strongly nonlinear models) to estimate the wave energy. The model is successfully verified through laboratory experiments performed in a wave tank and is meant to be applied by using real field CTD casts.

 

References:

Winters, K., Lombard, P., Riley, J., and D’Asaro, E. (1995). Available potential

energy and mixing in density-stratified fluids. J. Fluid Mech., 289, 115-128.

Michallet, H. and Ivey, G. (1999). Experiments on mixing due to internal solitary

waves breaking on uniform slopes. Journal of Geophysical Research: Oceans,

104(C6), 13467-13477

How to cite: Cavaliere, D., la Forgia, G., and Falcini, F.: Mixing induced by ISWs breaking over a sloping boundary: an analytical heuristic model, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5098, https://doi.org/10.5194/egusphere-egu2020-5098, 2020.

EGU2020-13854 | Displays | NH5.4 | Highlight

Features of internal solitary waves revealed by seismic oceanography data

Haibin Song, Wenhao Fan, Shaoqing Sun, Yongxian Guan, Kun Zhang, Yi Gong, Hao Li, and Yunyan Kuang

In this paper, we used the seismic oceanography method to study the structural characteristics of internal solitary waves (ISWs) near the Strait of Gibraltar in the Mediterranean Sea, South China Sea and offshore Central America.

The ISWs near the Strait of Gibraltar are the first mode depressional type, mostly medium amplitude and large amplitude internal solitary waves. The maximum vertical amplitude is up to 74.5m, and the amplitude increases with depth,the propagation velocity increases with amplitude. It can be determined that the "true" maximum amplitude position is near the pycnocline. After correction, the maximum half-height-width can reach 1721.8m, but there is somewhat different from the theoretical result,which may be related to the development stability of ISWs. As the solitary wave packet continuously moves eastward, the overall wave width becomes larger, and the vertical velocity becomes smaller. In this paper, seismic oceanography is applied to the analysis of ISWs in the Mediterranean Sea, which further proves the feasibility of using seismic oceanography to study the movement of sea water.

We reprocess some multi-channel seismic (MCS) data which is acquired recently in the Dongsha region of the northeastern South China Sea and we obtain new seismic oceanography data. The research suggest that there are the mode-2 internal solitary wave(ISWs) not just the mode-1 ISWs and a special reflection pattern (hair-like reflection configuration )usually above sand dunes in the seismic images. In new seismic oceanography data, there are some mode-1 ISWs with amplitudes less than 50m and wavelength of 1~5 km and the biggest mode-1 ISWs have the amplitude about 45m. The internal solitary waves packets are not prototypical rank-ordered ISW packets, their soliton amplitudes are smaller than 40. The mode-2 ISWs is well-shaped and its’ amplitude is approximate 30m, the vertical structure height is about 200m.The reflection configuration of water column above sand dunes usually include weak reflection layer-maybe called turbulent bottom boundary layer, and there is hair reflection configuration that must not appear. Whether there will be hair reflection configuration or not may depend on the angle between the seismic line and the sand dunes.

In the region offshore Central America, there are lots of mode-2 ISWs revealed from seismic oceanography data. We combine seismic data with hydrographic data to study the features of ISWs in these different regions. The preliminary results show the phase velocity in SCS is the largest, that in the Strait of Gibraltar is the second and that offshore Central America is the last. The phase velocity depends on the amplitude of ISW. Usually the mode-1 depressional ISW has the largest phase velocity, while the mode-1 elevation ISW is the second, and the mode-2 ISW is the last. The location of the maximum amplitude from the characteristic function is consistent with the pycnocline as shown from floating frequency curve. The polarity of ISW is consistent with nonlinear parameter of alpha. Seismic data in global continental margins will provide more and more key evidence to increase our understanding of ISW evolution in the ocean.

How to cite: Song, H., Fan, W., Sun, S., Guan, Y., Zhang, K., Gong, Y., Li, H., and Kuang, Y.: Features of internal solitary waves revealed by seismic oceanography data, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13854, https://doi.org/10.5194/egusphere-egu2020-13854, 2020.

The continental shelf/slope northeastern Taiwan is a ‘hotspot’ of nonlinear internal wave (NLIW). The complex spatial pattern of NLIW indicates the complexity of the source and the background conditions. In this talk, we investigated the dynamic and energetics of the internal tide (IT) and NLIW around this region based on a 3D high resolution nonhydrostatic numerical model. Special attention is paid on the role of two main topographic features-the Mien-Hua Canyon and the North Mien-Hua Canyon, which are the energetic sources for ITs and NLIW.

The complex IT field is excited by the double-Canyon system and the rotary tidal current. ITs from different sources and formation time interference with each other further strengthen the complexity. The area-integrated energy flux divergence (the area-integrated dissipation rate) is ~0.45GW (~0.28GW) and ~0.26 GW (~0.17 GW) over the Mien-Hua Canyon and the North Mien-Hua Canyon, respectively. Along with the energetic internal tides, large-amplitude NLIW and trains are also generated over the continental shelf and slope region. The amplitude of the NLIW can reach to about 30 m on the continental slope with a water depth of 130 m and shows similar spatial complexity, which is consistent with in situ and satellite observations. Further analysis shows that the dominant generation mechanism of the NLIW belongs to the mixed tidal-lee wave regime. In addition, the dynamic processes can be significantly modulated by the Kuroshio. With the present of Kuroshio, the energy flux of the M2 internal tide shows a distinct gyre pattern and strengthens over the double canyon system, which is more close to the mooring observations and previous study.

How to cite: Li, Q.: Dynamics and energetics of nonlinear internal wave around a double-canyon system, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3997, https://doi.org/10.5194/egusphere-egu2020-3997, 2020.

EGU2020-4519 | Displays | NH5.4

On the generation and evolution of internal solitary waves in the northwestern South China Sea

Jianjun Liang, Tong Jia, and Xiao-Ming Li

The northern South China Sea (SCS) forms the most active oceanic internal solitary waves (ISWs) among the global oceans. Most previous studies focused on the ISWs from the Luzon Strait to the northeastern continental shelf. An internal wave distribution map compiled by multiple ENVISAT ASAR and ALOS PALSAR images shows that the ISWs are also very active in the northwestern SCS ; however, the generation and evolution of the ISWs remain less understood in this area. By analyzing the SAR images, we divide the ISWs in the northwestern SCS into four regions: (1) the region to the northeast of Hainan Island, (2) the region to the southeast of Hainan Island, (3) the region from the south of Hainan Island to the north of Vietnam coast and (4) the region along the north of Vietnam coast(Fig.1). Here we focus on the ISWs observed in regions 2 and 3. First, the generation and evolution of internal waves in region 2 are investigated using synergistic satellite observations, in situ measurements and numerical simulations. We found that a diurnal internal tide emanates from the Xisha Islands, propagates through the deep basin in the form of a wave beam and undergoes consecutive reflections in the westward propagation. Then the diurnal internal tide excites short scale nonlinear bores at the shelf break. The nonlinear bore continues to evolve into an ISW train on the mid-shelf which finally emerges to the southeast of the Hainan Island and is observed on SAR images. Second, assuming the ISWs in region 3 are of tidal origin, we diagnosed their generation through calculating the body forcing term. In some cases, the strong tidal forcing along the shelf break suggests that the ISWs are probably generated by local tide-topography interaction along the shelf break. However, in other cases the weak tidal forcing along the shelf break cannot support the local generation mechanism and these ISWs may originate from the remote sources (i.e. Xisha islands) via the same generation mechanism as that reported to the southeast of Hainan Island. On the other hand, the statistics on the occurrence frequency of ISWs show that the ISWs are not regularly linked to the spring/neap tides, which strengthens the finding that the ISWs in region 3 arise from the contribution of both local tide-topography interaction mechanism and the remote internal tide mechanism. Finally, a two dimensional numerical experiment is carried out to examine the generation of ISWs by the local tide-topography interaction.

How to cite: Liang, J., Jia, T., and Li, X.-M.: On the generation and evolution of internal solitary waves in the northwestern South China Sea, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4519, https://doi.org/10.5194/egusphere-egu2020-4519, 2020.

The spatial-temporal variability and energetics of M2 internal tides during their generation and propagation through the Kuroshio flows and robust eddies northeast of Taiwan are investigated using a high-resolution numerical model. The corrugated continental slopes, particularly the I-Lan Ridge and Mien-Hua Canyon, are identified as the energetic sources of M2 internal tides. The M2 internal tide generation is influenced by the horizontally varying and zonally tilting stratification associated with the Kuroshio currents and mesoscale eddies. In this situation, the magnitude of conversion rate and energy beam exhibit highly temporal variability. An energetic along-slope tidal beam from the I-Lan Ridge radiates southward against the northward Kuroshio flows, causing strong vertical displacement. Complex background currents lead to the time-varying inhomogeneous diapycnal mixing induced by internal tide dissipation.

How to cite: Chang, H. and Liu, Y.: Spatial-temporal variability of M2 internal tides modulated by the Kuroshio currents and mesoscale eddies northeast of Taiwan, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-17453, https://doi.org/10.5194/egusphere-egu2020-17453, 2020.

EGU2020-4056 | Displays | NH5.4

Bottom pressure induced by the long nonlinear internal waves

Tatiana Talipova and Efim Pelinovsky

The bottom pressure sensors are widely used for the purpose of registration of the sea surface movement. They are particularly efficient to measure long surface waves like tsunami and storm surges. The bottom pressure gauges can be also used to record internal waves in coastal waters. For instance, the perspective system of the internal wave warning in the Andaman Sea is based on the bottom pressure variation data. Here we investigate theoretically the relation between long internal waves and induced bottom pressure fluctuations. Firstly, the linear relations are derived for the multi-modal internal wave field. Then, the weakly nonlinear theory is developed. Structurally, the obtained formula for the bottom pressure induced by the long internal waves is similar to those known for the surface waves within the Green-Naghdi system framework, but the coefficients are determined through the integrals for the water density stratification and vertical mode wave functions. In particular, the bottom pressure variations are calculated for solitary waves in two- and three-layer flows described by the Gardner equation.
The research is supported by RFBR grants No. 19-55-15005 and 19-05-00161.

How to cite: Talipova, T. and Pelinovsky, E.: Bottom pressure induced by the long nonlinear internal waves, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4056, https://doi.org/10.5194/egusphere-egu2020-4056, 2020.

EGU2020-4287 | Displays | NH5.4

Internal Solitary Waves with shear: beyond DJL theory

Marek Stastna, Aaron Coutino, and Ryan Walter

While background shear is ubiquitous in the natural environment, the vast majority of theoretical and numerical studies of internal solitary waves do not include a background shear.  Walter et al 2016, Continental Shelf Research reported on measurements in Monterey Bay in which large amplitude internal solitary wave trains were observed but corresponding waves could not be computed from DJL theory due to the strength of the background shear.  In this talk I will revisit this issue using a classical stratified adjustment set up.  For the case of an exponential, surface trapped background current I will demonstrate that internal solitary wave trains with and without trapped cores coexist with a substantial region dominated by stratified shear instability and/or Rayleigh Taylor instability.  I will then demonstrate the type of internal wave train that results in cases when the the variational formulation of the DJL equation fails to converge. I will speculate on implications for theoretical description of such waves and for more realistic simulations in the coastal ocean.

How to cite: Stastna, M., Coutino, A., and Walter, R.: Internal Solitary Waves with shear: beyond DJL theory, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4287, https://doi.org/10.5194/egusphere-egu2020-4287, 2020.

EGU2020-6932 | Displays | NH5.4

Transformation of the first mode internal solitary wave over topography in three-layer flow

Kateryna Terletska, Tatiana Talipova, Roger Grimshaw, Zihua Liu, and Vladimir Maderіch

Transformation of the first mode internal solitary wave over the underwater bottom step in three-layer fluid is studied numerically. In the three layer flow two modes (the first and the second) of the internal waves are existed. It is known that interaction of the first mode internal solitary wave with an underwater obstacle is the mechanisms of second-mode internal solitary waves generation. Different scenarios of transformation are realized under different wave characteristics: wave amplitude, position of the step and thickness of the layers as is the two layer case [1]. Formation of the second mode internal solitary waves during interaction of the first mode internal solitary waves occurs only for special range of wave characteristics and thickness of the layers that was defined in this investigation. The second mode internal solitary waves appear as in the reflected wave field as well as in the transmitted wave field. Transfer of energy from incident mode one wave into reflected and transmitted waves (the first and the second modes) during transformation is also studied. Dependence of the amplitudes of generated solitary waves (transmitted and reflected) from amplitude of the incident wave is obtained.  Comparison of numerical results (reflected and transmitted coefficients) with the theoretical calculations [2] shows good agreement in the range of wave characteristics that corresponds to the weak interaction.  

 

1. Talipova T., Terletska K., Maderich V., Brovchenko I., Pelinovsky E., Jung K.T., Grimshaw R. Internal solitary wave transformation over a bottom step: loss of energy. Phys. Fluids. 2013. № 25. 032110; doi:10.1063/1.4797455

2.    Liu Z., Grimshaw R. and Johnson E.  The interaction of a mode-1 internal solitary wave with a step and the generation of mode-2 waves Geophysical & Astrophysical Fluid Dynamics 2019, N 4, V 113, https://doi.org/10.1080/03091929.2019.1636046

 

How to cite: Terletska, K., Talipova, T., Grimshaw, R., Liu, Z., and Maderіch, V.: Transformation of the first mode internal solitary wave over topography in three-layer flow, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6932, https://doi.org/10.5194/egusphere-egu2020-6932, 2020.

EGU2020-11319 | Displays | NH5.4

Modulation instability of weakly nonlinear long internal wave packets

Tatiana Talipova and Efim Pelinovsky

We exam the problem of the modulation instability of long internal waves. Such weakly nonlinear weakly dispersive wave packets in one-modal approximation are described by the Gardner equation (Korteweg-de Vries equation with both, quadratic and cubic nonlinearity and necessity condition for modulation instability of such quasi-harmonic waves is the positive coefficient of cubic nonlinear term, which is realized for certain density stratification. Nevertheless the linear dispersive relation used within the Gardner equation is valid for very long waves and does not describe waves of moderate length. It is why some other nonlinear evolution equations are applied in the theory of long surface waves like the Benjamin-Bona-Mahony (BBM) and Whitham equations. We use the extended versions of these equations including cubic nonlinear term and express all  coefficients through modal functions and density stratification. Then, the modulational instability of weakly modulated wave packets is investigated after deriving the nonlinear Schrodinger equation. Improved dispersion relation influences on the increment and size of modulational instability. Obtained results are compared with those, which known within the Gardner model.

How to cite: Talipova, T. and Pelinovsky, E.: Modulation instability of weakly nonlinear long internal wave packets, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11319, https://doi.org/10.5194/egusphere-egu2020-11319, 2020.

The interaction between the energetic internal waves in the Indonesian Seas and the Indonesian Throughflow (ITF) is not well known. Here we conduct a series of high-resolution numerical simulations surrounding the Lombok Strait, Indonesia, which is an important exit channel for the ITF, to explore the influences of the ITF on the spatiotemporal variations of M2 internal tides and associated internal solitary waves from the Strait. The ITF enhances the north-south asymmetry of internal tide propagation from the Lombok Strait, thus resulting in the spatial variability of northward and southward internal solitary waves. Interannual variability of internal tide generation and dissipation are due to ITF and air-sea freshwaterflux induced stratification variations associated with El Niño-Southern Oscillation. The local dissipation efficiency q exhibits substantial seasonal and interannual variations, which may provide effective feedback to the climate processes in the low-latitude equatorial oceans.

How to cite: Xu, Z.: Internal wave energetics modulated by Indonesian Throughflow at Lombok Strait, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19083, https://doi.org/10.5194/egusphere-egu2020-19083, 2020.

EGU2020-620 | Displays | NH5.4

Numerical study on evolution of an internal solitary wave over a horizontal cylinder at various topography

Ming Hung Cheng, Chih-Min Hsieh, and Robert R. Hwang

In South China Sea, internal solitary waves (ISWs) exist in a density stratified flow and usually generated by the tide-topography. Due to its large amplitudes up to 170m and strong velocity difference exceeding 2.4 ms-1 between its upper and lower water layers, an ISW has significant ramification not only in marine ecology but also engineering works in the ocean. While an ISW propagates over continental shelf, the submarine cable or pipeline may be subjected to be damaged. Although the effect of surface waves on the submarine cable or pipeline has been studied in literature, the interaction between ISW and horizontal cylinder is still unclear. Hence, a series of numerical simulations about an ISW with depression ISW propagating over a horizontal cylinder on a trapezoidal obstacle are investigated in order to discuss the variations of flow field and forces.

In present investigation, the Improved Delayed Detached Eddy Simulation (IDDES) model based on the spatial filtering of Navier-Stokes equations is adopted to calculate the interaction on an ISW over a horizontal cylinder on a trapezoidal obstacle. Beyond, a depression ISW is generated by the so-called collapse mechanism and the different depth ratio between upper and lower layer are employed in order to generate like-elevated or original depression ISW on trapezoidal obstacle. Based on the numerical results, the waveform type causes different variations of vortices as the wave approaches the horizontal cylinder. As the depth in upper layer is larger than that in lower layer on the plateau, the like-elevated ISW encounters the horizontal cylinder and induces the vortices in the rear of the submarine cable; when the depth in upper layer is less than that in lower layer on the plateau, the depression ISW approaches the obstacle and the vortices are generated in front of submarine pipeline. Moreover, the height of submarine cable also affects the strength of the wave-obstacle interaction. Based on these numerical simulations, the mechanism of ISW-horizontal cylinder is further studied and may support the significant foundations for ocean engineering.

How to cite: Cheng, M. H., Hsieh, C.-M., and Hwang, R. R.: Numerical study on evolution of an internal solitary wave over a horizontal cylinder at various topography, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-620, https://doi.org/10.5194/egusphere-egu2020-620, 2020.

EGU2020-2502 | Displays | NH5.4

Evolution of Internal Solitary Waves on the Slope-shelf Topography in the Northern South China Sea

Shuya Wang, Qun Li, Xu Chen, Jing Meng, and Saisai Li

Based on a non-hydrostatic two-dimensional and high-resolution model, evolution of internal solitary waves (ISWs) on the typical slope-shelf topography in the northern South China Sea is investigated numerically, and the influences of the initial amplitude, seasonal stratification and topographic characteristics are analyzed with a series of sensitivity runs. The results indicate that the initial amplitude affects the fission of ISW, resulting in three wave groups for large ISW and two wave groups for small ISW. In addition, the generation of mode-2 waves is influenced since energetic beams are engendered by large initial ISW, which impact the pycnocline and generate the mode-2 ISWs. Seasonal stratification has significant impacts on the evolution of the ISW. In winter, the changing sign of the nonlinearity coefficient at the bump near the shelf break implies the inversion of polarity of the ISW. Therefore, the transmitted and fissioned waves behave differently from those in summer and annual stratifications. Furthermore, the speed and energy of the leading wave are minimal in winter but maximal in summer. The bump near the continental shelf has two impacts: promoting the fission of the incident ISW and generating mode-2 ISWs by increasing the Ursell number (the ratio of nonlinear coefficient to dispersion coefficient). However, the formation of the trailing nonlinear wave packet is not affected by these factors, despite of the variations in detail in sensitivity runs.

How to cite: Wang, S., Li, Q., Chen, X., Meng, J., and Li, S.: Evolution of Internal Solitary Waves on the Slope-shelf Topography in the Northern South China Sea, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2502, https://doi.org/10.5194/egusphere-egu2020-2502, 2020.

Oceanic nonlinear internal waves (NLIWs) play an important role in regional circulation, biogeochemistry, energetics, vertical mixing, and underwater acoustics, causing hazards to marine engineering and submarine navigation. Mainly generated by the interaction of the barotropic tides with the bottom topography, they propagate and transform due to wave-wave interaction process. Here, we present characteristics of first two modes of NLIWs observed using high-resolution spatiotemporal data collected in a relatively flat area in the northeastern East China Sea in May 2015. Six groups of NLIWs were identified from the observations: four groups of mode-1 and two groups of mode-2. The amplitude, propagation speed, and characteristic width of mode-1 NLIWs had ranges of 4–16 m, 0.53–0.56 m s-1, and 310–610 m, respectively. The mode-2 NLIWs propagate eastward slowly with a speed less than 0.37 m s-1 with a comparable amplitude of 4–14 m and longer characteristic width of 540–1920 m. Intermodal interactions may take a role in the evolution of mode-1 NLIWs west of the observational area. Our results characterizing the two modes of NLIWs highlight the significance of propagation and transformation of NLIWs and their modal interactions on a broad and shallow shelf.

How to cite: Lee, S.-W. and Nam, S.: Propagation and transformation of nonlinear internal waves of tidal origin observed in the northeastern East China Sea, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6370, https://doi.org/10.5194/egusphere-egu2020-6370, 2020.

EGU2020-9318 | Displays | NH5.4

Mode-2 internal solitary waves offshore Central America discovered by seismic oceanography method

Wenhao Fan, Haibin Song, Yi Gong, Shaoqing Sun, and Kun Zhang

In the past, most of the internal solitary waves (ISWs) found by seismic oceanography (SO) method were mode-1 ISWs. We discover many mode-2 ISWs in the Pacific coast of Central America by using SO method for the first time. These mode-2 ISWs are convex mode-2 ISWs with the maximum amplitudes of about 10 m, and most of them are ISWs with smaller amplitudes. The pycnocline for the mode-2 ISWs on the shelf (ISW3) is displaced 6.4% of the total seawater depth from the mid-depth of the total seawater. The deviation is large, and it shows a strong asymmetry feature of the peaks and troughs on the seismic profile. This is consistent with the results of previous numerical simulation. Observing the changes in the fine structure of mode-2 ISWs packet through pre-stack migration, it was found that the overall waveform of the three mode-2 ISWs (ISW1, ISW2, and ISW3) on the shelf during the acquisition time period of about 40 seconds is stable. The apparent phase velocity of these mode-2 ISWs calculated by the pre-stack migration section using the Common Offset Gathers is about 0.5 m/s, and their apparent propagation directions are from SW to NE along the seismic line (44 ° N, 0° pointing north). The vertical amplitude distribution and estimated apparent velocities of these mode-2 ISWs are basically consistent with the theoretical values ​​calculated from the KdV equation. By analyzing the apparent velocities of the three mode-2 ISWs (ISW1, ISW3, and ISW5) with relatively small apparent velocity errors, it is found that the apparent velocity of mode-2 ISWs generally increases with the increasing depth of seawater. In addition, the apparent phase velocity of the mode-2 ISWs with a larger maximum amplitude is generally larger. Based on the analysis of hydrological data in the study area, it was found that a strong anticyclone developed on the northwest side of the seismic survey line and a weaker anticyclone developed on the southeast side. These anticyclones will increase the depth of the thermocline in the surrounding seawater. According to previous studies, the deepening of the thermocline (pycnocline) maybe conducive to the generation of mode-2 ISWs.

How to cite: Fan, W., Song, H., Gong, Y., Sun, S., and Zhang, K.: Mode-2 internal solitary waves offshore Central America discovered by seismic oceanography method, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9318, https://doi.org/10.5194/egusphere-egu2020-9318, 2020.

EGU2020-9365 | Displays | NH5.4

Observation of dynamic fine structure in ocean using pre-stack seismic data

Yi Gong, Haibin Song, Wenhao Fan, Yongxian Guan, and Kun Zhang

We propose a method for observing the dynamic thermohaline fine structure using pre-stack seismic data, and combine it with PIV(Particle-Image-Velocimetry) technology to obtain a series of vertical two-dimensional flow velocity sections.
Because of the redundancy of the multi-channel reflection seismic data, the reflection seismic structure at the same location can be observed multiple times from pre-stack seismic data. First, we extract the common-midpoint gathers (CMPs) from the multi-channel reflection seismic data. Then extract the common-offset gathers (COGs) from CMPs. Finally, a seismic processing sequence, such as noise attenuation, normal move out (NMO), velocity analysis and migration, is applied for imaging the reflection structure in COG sections. These COG sections with different offsets are the images of the thermohaline fine structure of seawater at different times. We apply this method to study a typical internal solitary wave in the Dongsha plateau of the South China Sea. We find that the waveform of the internal solitary wave(ISW) in shallow water region does not change much during propagation, but the front becomes flatter and the rear becomes steeper in deep water region, so there is a ISW shoaling change vertically. 
We apply the PIV technique to the COG pre-stack migrated sections and calculate the flow velocity sections of the internal solitary wave. To verify the correctness of the flow velocity sections, we compare it with the theoretical flow velocity section calculated from the KdV equation. It is found that the two sections are consistent in flow directions, and the PIV result shows the structure of wave induced velocity well. In the PIV calculation results, the average value of the velocity in the horizontal direction is 1.7 m/s, and in the vertical direction is 0.3 m/s. This result is larger than the theory, especially the horizontal velocity. We speculate that the horizontal velocity contains not only the wave induced velocity component of the internal solitary wave but also the phase velocity component.
In summary, we use pre-stack seismic data to observe changes in the thermohaline fine structure during the propagation of internal solitary waves, and find that the waveforms of internal solitary waves vary differently at different depths. We use the PIV technique to calculate the flow velocity section of the internal solitary wave and compare it with the theoretical results. We find that our method is feasible to describe the flow velocity qualitatively, but it needs further improvement in quantitative description. This method has great potential in studying the dynamic evolution of mesoscale or submesoscale ocean processes.

How to cite: Gong, Y., Song, H., Fan, W., Guan, Y., and Zhang, K.: Observation of dynamic fine structure in ocean using pre-stack seismic data, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9365, https://doi.org/10.5194/egusphere-egu2020-9365, 2020.

Preliminary results are presented from an analysis of modeled mid-frequency sound propagation through a measured large-amplitude nonlinear internal solitary wave, and in-situ measurements of trains of nonlinear internal waves in northern South China Sea (SCS) as well. An acoustic propagation model based on ray theory was utilized to compute the transmission loss (TL) associated with passing the large depression measured internal waves. The TL was computed using the model considering (1) range-dependent and range-independent environmental scenario and (2) for different source and receiver depth configurations. This presentation will propose several interesting aspects of influence of internal waves on acoustic propagation, including "shadow zones", with or without eddy, etc.

How to cite: Qi, P.: Modeled acoustic propagation through a measured large-amplitude nonlinear internal wave in northern South China Sea, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12175, https://doi.org/10.5194/egusphere-egu2020-12175, 2020.

EGU2020-12560 | Displays | NH5.4

Phase velocity of internal solitary waves in the Dongsha region of the northern South China Sea

Yunyan Kuang, Haibin Song, Yongxian Guan, Wenhao Fan, Yi Gong, and Kun Zhang

Phase velocity is a fundamental parameter to characterize internal solitary waves(ISW) dynamics. Seismic oceanography method to derive the phase velocity of internal solitary waves has been reported recently. In addition, seismic oceanography data can be used to image the internal solitary waves  and extract ISW’s vertical structure. In this paper, we study the relation between ISW phase velocities with wave amplitude and corresponding water depths based on lots of seismic oceanography data in the Dongsha region of the northern South China Sea.

A seismic survey cruise was carried out on Dongsha Plateau in the summer of 2009. We used Seismic Unix to reprocess the seismic dataset. Our process method can image the water column below 50m. We identify 8 single depression solitons , 4 ISW packets on the shelf and upper continental slope. We extracted phase velocities, corresponding water depths and maximum wave amplitudes of these ISWs. The result shows that phase velocities are positively correlated both with wave amplitude and water depths. We obtain one relation formula between ISW phase velocities with wave amplitude and corresponding water depths by linear regression fitting.  Then we have a detailed discussion on ISWs features in the Dongsha region.

How to cite: Kuang, Y., Song, H., Guan, Y., Fan, W., Gong, Y., and Zhang, K.: Phase velocity of internal solitary waves in the Dongsha region of the northern South China Sea, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12560, https://doi.org/10.5194/egusphere-egu2020-12560, 2020.

EGU2020-18704 | Displays | NH5.4

Latitudinal Variation and Nonlinear Behavior of Internal Tides in the East China Sea

Weidong Wang and Robin Robertson

We present four sets of concurrent ADCP data obtained from the East China Sea shelf, and it suggests that near-inertial waves induced by parametric subharmonic instability (PSI) associated with harmonic transfer beyond diurnal critical latitude (O1:27.6°, K1:30°). Two type different nonlinear behavior (harmonic transfer and subharmonic transfer) occur varying with the latitude on different location. The velocity data indicated a transfer of diurnal internal tidal energy poleward of the diurnal critical latitude. Kinetic energy and shear spectra analysis at these moorings reveals that the prominent peaks enhance and appear at not only at the even order of diurnal tide such as semidiurnal band, 4cpd, 6cpd and even 8cpd, but also some unfamiliar odd harmonics 3cpd and 5cpd. Furthermore, additional energy is converted to higher mode locally through continuum internal wave spectrum. Besides the harmonic transfer, on the critical latitude for D2/2 wave(28.9°), D1 wave is extracted from a D2 tidal driven model output current. PSI conversion of semidiurnal internal tidal energy was confirmed by spectra analysis and bi-spectra, because of the distinguish of M2/2 separated from the diurnal tidal (O1, K1).

How to cite: Wang, W. and Robertson, R.: Latitudinal Variation and Nonlinear Behavior of Internal Tides in the East China Sea, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18704, https://doi.org/10.5194/egusphere-egu2020-18704, 2020.

The northwestern Pacific is the most energetic area of internal waves in the world ocean. Generation and evolution processes of multi-source and multi-band internal waves at tidal frequency are examined by driving high-resolution numerical model. The semidiurnal and diurnal internal waves exhibit distinct-different generation and radiation patterns. The multi-source distribution of internal waves favours the occurrence of complex interference patterns which contribute significantly to the inhomogeneous internal wave field. The improved ideal line-source model can well reproduce the interference processes of both semidiurnal and diurnal internal waves. Simulation results show that geostrophic circulations such as Kuroshio Current, North Equator Current, influence both semidiurnal and diurnal internal waves’ radiation path. And this modulation process is further demonstrated by theoretical model. Energetic dissipation occurs both near the sources and in the basin. A locally dissipated fraction q ≤ 0.4 is estimated at the generation sites with continuous bathymetry features, while q ≥ 0.6 is estimated at areas with discrete topographic variability. A lower locally dissipated fraction indicates a higher proportion of internal wave energy radiating into the basin, where enhanced dissipation coincides closely with the interference-modulated flux field.

How to cite: Wang, Y. and Yin, B.: Radiation of multi-source and multi-band internal waves in the northwestern Pacific, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19318, https://doi.org/10.5194/egusphere-egu2020-19318, 2020.

Internal waves with strong vertical mixing could be induced by stratified flow over seafloor obstacles. Noted that the stratified flow not only trigger internal tides, but also highly nonlinear internal waves like internal lee waves and internal solitary waves over steep topography features, and the highly nonlinear internal waves are suggested to play an important role in turbulence and mixing. As a typical seafloor obstacle, ridge could significantly modified the propagation of internal tide, internal lee wave and internal solitary wave. We focused on I-Lan ridge with asymmetrical topography feature in Kuroshio region. To the north of the I-Lan ridge, the depth of Philippine basin reached 4000m compared with the depth of 1500m in the south of the ridge, leading to different characteristics of internal wave energy field and ecological characteristics between two sides. Based on numerical simulations, we revealed the generation and propagation of internal waves over marginal ridge, causing by the shear current induced by Kuroshio. We also discussed the turbulence kinetic energy contributed by linear internal waves and nonlinear internal waves, providing the strength of vertical turbulent mixing around the I-Lan ridge. Then we demonstrated the characteristics of complex internal wave field in the strong background shear current over I-Lan ridge.

How to cite: Zhang, P. and Min, W.: The fate and impact of internal waves induced by strong shear current over a marginal ridge, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20929, https://doi.org/10.5194/egusphere-egu2020-20929, 2020.

NH5.5 – Natural hazards and climate change impacts in coastal areas

EGU2020-2100 | Displays | NH5.5 | Highlight | Sergey Soloviev Medal Lecture

Notes from the Front Lines of the Climate Crisis - The Threat of Cyclonic Storms and Sea Level Rise in a Warming World

John Clague

The loss of life from natural hazards has decreased over the past century, due partly to much improved understanding and monitoring of hazards and partly to improvements in preparedness, communication, engineered infrastructure. This has happened at a time when human numbers have more than quadrupled and now approach 8 billion, and when populations in areas vulnerable to earthquakes and cyclones have greatly increased. Now, however, we may be on the doorstep of a ‘tipping point’ in human suffering and life loss due to the rapid changes in Earth’s climate that we are experiencing. Human-induced climate change is increasingly amplifying dangerous meteorological processes, including severe storms, drought, wildfires, heat waves, and flooding. These changes have no precedent in the past 10,000 years and are blurring the distinction between ‘natural hazards’ and human-induced hazards. The threats posed by climate change are legion; in this presentation, I discuss a set of linked phenomena that represent an emerging threat to people and society over the remainder of this century and beyond – specifically sea-level rise and coincident stronger cyclonic storms, which, on occasion, inundate low-lying coastal areas. Hurricanes and typhoons are likely to become more intense in a warmer climate and will produce higher storm surges that move ashore on an elevated sea surface. The average level of Earth’s oceans is currently rising at a rate of over 3 mm per year, which is nearly 50 percent higher than a century ago. The rate of sea-level rise is increasing due, in part, to increasing transfers of water into oceans from glaciers and ice sheets and, in part, to the warming and expansion of seawater. Scientists forecast that average global sea level will be about 1 m higher by the end of this century than today. Over 600 million people, nearly 10% of the human population, currently live less than 10 m above sea level, many in growing coastal megacities. That number will increase dramatically over the next 50 years, increasing the overall risk that people face from extreme storms. The number of people living at low elevations along coasts, and thus exposed to flooding from storm surges, is highest in Asia, particularly in China, India, Bangladesh, Indonesia, and Viet Nam, which are ill-equipped to deal with the emerging crisis. Within limits, humans can adapt to severe storms and higher sea levels, but few countries have the resources to adequately protect people and property from this threat. Thus, without urgent action on a global scale to limit the damage we are causing to Earth’s climate and without a stabilization of human numbers, many populated low-lying coastal areas could become uninhabitable by the end of this century. The forced relocation of large numbers of people is likely to cause suffering and conflict that we do not appreciate and have not planned for. More generally, human suffering stemming from human-induced climate change will outstrip the progress we have made over the past century in reducing life loss from ‘natural hazards’.

How to cite: Clague, J.: Notes from the Front Lines of the Climate Crisis - The Threat of Cyclonic Storms and Sea Level Rise in a Warming World, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2100, https://doi.org/10.5194/egusphere-egu2020-2100, 2020.

Storm surges are driven by low air pressure and strong winds in tropical (TC) and extratropical cyclones (ETC). Coastal flooding is often caused by this type of extreme weather with large socio-economic impacts in densely populated and low-lying coastal areas. Recent examples of coastal disasters include typhoon Hagibis that made landfall in Japan, Hurricane Dorian which devastated the northwestern Bahamas, and extratropical cyclone Xaver that affected northern Europe. Each of these storms generated dangerous storm surges, reaching 6m in some parts of the Bahamas during Hurricane Dorian with approximately 100 fatalities as a result. Economic losses are estimated at 10 billion U.S. Dollars for both typhoon Hagibis and hurricane Dorian.

To inform flood risk management and develop effective adaptation strategies it is important to have accurate information on return periods of extreme sea levels. To date, there exists no global database with return periods of extreme sea levels that fully includes TCs. Global databases of extreme sea levels are typically based on historical climate simulations covering multiple decades. While this is sufficient for ETCs, TCs will be underestimated in such databases. This because TCs have generally low probabilities and affect only a small stretch of coastline, compared to ETCs. A climate reanalysis covering multiple decades includes too few TCs to perform an extreme value analysis. To resolve this, previous studies at local scale have used synthetic TC tracks generated by a statistical model to estimate the probabilities of extreme sea levels.

The aim of this research is to develop a global database of extreme sea levels that include both ETCs and TCs. For ETCs, we force the hydrodynamic Global Tide and Surge Model (GTSM) with ERA5 10-meter wind speed and air pressure data to calculate the return periods of extreme sea levels based on the period 1979-2017. Since ERA5 includes all storms, we filter out extreme sea levels caused by TCs. Preliminary results show that GTSM forced with ERA5 atmospheric data performs well for ETCs. For TCs, we force GTSM with synthetic TC tracks that correspond to 10.000 year of TC statistics. The synthetic tracks of TCs are obtained from the STORM model (Bloemendaal et al., in review) based on the International Best Track Archive for Climate Stewardship (IBTrACS) TC database. With STORM it is possible to statistically extend the ~38-year observed dataset to a 10.000-year synthetic dataset. The synthetic dataset preserves the climatological statistics as found in the original dataset. Finally, we will merge the TC and ETC related return periods to create a global extreme sea level database.

How to cite: Dullaart, J.: Creating a global database with return periods of extreme sea levels caused by tropical and extratropical cyclones, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-308, https://doi.org/10.5194/egusphere-egu2020-308, 2020.

Typhoon-induced storm surges and waves are highly related with typhoon track and associated wind stresses and atmospheric pressures at sea surface. The effects of binary interaction may alter typhoon tracks and even forward speed, which might influence waves and surge heights in the ocean. In the present study, we execute a series of numerical experiments to investigate how isolated and binary typhoons would impact the ocean waves and generated surges offshore and nearshore. The responses of binary typhoons to sea level rise and land subsidence are also discussed. The Typhoon Tembin and Typhoon Bolaven influenced the East China Sea with equivalent intensity of tropical storm and Category 2, respectively, on the Saffir–Simpson hurricane wind scale. The Weather Research and Forecasting (WRF) model is utilized to hindcast the layered wind and atmospheric pressure fields above sea/land surface. Two synthetic scenarios isolating these individual typhoons are designed to investigate the potential impacts of the binary-interacted typhoons. By coupling with the SCHISM–WWMIII modelling system, the corresponding surge–tide–wave processes are solved and validated with measurements at tidal gauge and wave buoy stations. At the same time, The spatial-varied future relative sea level rise (RSLR) by the end of the century is projected from satellite altimeter data-based sea level analysis and is adjusted for the influence of the Glacial Isostatic Adjustment (GIA) using the ICE-6G/VM5a model. The results indicate that the surge and wave heights induced by these two typhoons were not exacerbated significantly, as the hours influencing the Yellow Sea by Typhoon Tembin were about 30 hours later than Typhoon Bolaven. We also present the spatial distribution of nonlinear responses of storm surge induced extreme sea levels to RSLR, implicating the regions of exacerbation and attenuation, respectively, due to future sea level trend. The present study helps identifying distribution patterns by binary-interacted typhoons and enhancing assessment accuracy of potential coastal hazards and flood risk.

How to cite: Yang, J., Li, Y., and Chen, M.: Impacts of Binary-interacted Typhoons Tembin and Bolaven in 2012 on Surges and Waves over the East China Sea, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6345, https://doi.org/10.5194/egusphere-egu2020-6345, 2020.

Tropical cyclones (TCs) are natural disasters for coastal regions. TCs with maximum wind speeds higher than 32.7 m/s in the north-western Pacific are referred to as typhoons. Typhoons Sarika and Haima successively passed our moored observation array in the northern South China Sea in 2016. Based on the satellite data, the winds (clouds and rainfall) biased to the right (left) sides of the typhoon tracks. Sarika and Haima cooled the sea surface ~4 and ~2 °C and increased the salinity ~1.2 and ~0.6 psu, respectively. The maximum sea surface cooling occurred nearly one day after the two typhoons. Station 2 (S2) was on left side of Sarika’s track and right side of Haima’s track, which is studied because its data was complete. Strong near-inertial currents from the ocean surface toward the bottom were generated at S2, with a maximum mixed-layer speed of ~80 cm/s. The current spectrum also shows weak signal at twice the inertial frequency (2f). Sarika deepened the mixed layer, cooled the sea surface, but warmed the subsurface by ~1 °C. Haima subsequently pushed the subsurface warming anomaly into deeper ocean, causing a temperature increase of ~1.8 °C therein. Sarika and Haima successively increased the heat content anomaly upper than 160 m at S2 to ~50 and ~100 m°C, respectively. Model simulation of the two typhoons shows that mixing and horizontal advection caused surface ocean cooling, mixing and downwelling caused subsurface warming, while downwelling warmed the deeper ocean. It indicates that Sarika and Haima sequentially modulated warm water into deeper ocean and influenced internal ocean heat budget. Upper ocean salinity response was similar to temperature, except that rainfall refreshed sea surface and caused a successive salinity decrease of ~0.03 and ~0.1 psu during the two typhoons, changing  the positive subsurface salinity anomaly to negative.

How to cite: Zhang, H.: Ocean Response to Successive Typhoons Sarika and Haima (2016) in the Northern South China Sea, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6882, https://doi.org/10.5194/egusphere-egu2020-6882, 2020.

EGU2020-13301 | Displays | NH5.5

Timing of rates and magnitude of sea-level rise projection families

Aimée Slangen and Marjolijn Haasnoot

In the past decade, many different projections of global and regional sea-level rise as a result of climate change have been published (Garner et al, 2018, Horton et al, 2018). This wide range of projections illustrates the large uncertainty about future sea-level rise, which is complicated for coastal decision makers relying on these projections. Here, we aim to provide insights into the available projections, by identifying the main contributing sources in each of the sea-level projections, and sorting the projections into ‘families’ that have contributing sources or methodologies in common. Using these ‘families’, we discuss the main differences between projections in terms of rates and timing of certain levels of sea-level rise. 

Sea-level rise projections are often compared by showing amounts or rates at a certain future point in time, e.g., 2050 or 2100. For many areas, a sea-level rise exceeding 1 to 2 m will require truly transformative decisions. Such decisions have a long lead time (in the order of 30 years) for planning and implementation. Showing the timing of a particular rate or magnitude of sea-level rise may provide insight that it is not a matter of if and how to adapt, but when to adapt. This may help decision makers in dealing with the uncertainties and it may accelerate adaptation.

We find that a sea-level rise of 25 cm (since 2000) is first reached for each of the RCP scenarios (the 95th percentile) within a decade of each other. This indicates that for a structure with a lifetime based on a sea-level rise of 25 cm, decisions are not conditional on the RCP scenario. The latest year for crossing the 25 cm threshold (the 5th percentile), however, does depend more on the RCP scenario: for the RCP2.6 scenario this is later than for the RCP8.5 scenario, because the acceleration is less strong. As the levels examined grow (0.25 m, 0.5 m, 0.75 m, etc.), the initial year of reaching that level starts to diverge more between the scenarios, and therefore the timing of decision points starts to be more and more conditional upon RCP scenario. However, for investments with a long envisioned lifetime such as coastal infrastructure, certain amounts of sea level rise may still be within the lifetime independent of the RCP scenario.

 

How to cite: Slangen, A. and Haasnoot, M.: Timing of rates and magnitude of sea-level rise projection families, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13301, https://doi.org/10.5194/egusphere-egu2020-13301, 2020.

EGU2020-3553 | Displays | NH5.5

Likely and High-End Impacts of Regional Sea-Level Rise on the Shoreline Change of European Sandy Coasts Under a High Greenhouse Gas Emissions Scenario

Rémi Thiéblemont, Gonéri Le Cozannet, Alexandra Toimil, Benoit Meyssignac, and Iñigo Losada

Sea-level rise (SLR) is a major concern for coastal hazards such as flooding and erosion in the decades to come. Lately, the value of high-end sea-level scenarios (HESs) to inform stakeholders with low-uncertainty tolerance has been increasingly recognized. Here, we provide high-end projections of SLR-induced sandy shoreline retreats for Europe by the end of the 21st century based on the conservative Bruun rule. Our HESs rely on the upper bound of the RCP8.5 scenario “likely-range” and on high-end estimates of the different components of sea-level projections provided in recent literature. For both HESs, SLR is projected to be higher than 1 m by 2100 for most European coasts. For the strongest HES, the maximum coastal sea-level change of 1.9 m is projected in the North Sea and Mediterranean areas. This translates into a median pan-European coastline retreat of 140 m for the moderate HES and into more than 200 m for the strongest HES. The magnitude and regional distribution of SLR-induced shoreline change projections, however, utterly depend on the local nearshore slope characteristics and the regional distribution of sea-level changes. For some countries, especially in Northern Europe, the impacts of high-end sea-level scenarios are disproportionally high compared to those of likely scenarios.

How to cite: Thiéblemont, R., Le Cozannet, G., Toimil, A., Meyssignac, B., and Losada, I.: Likely and High-End Impacts of Regional Sea-Level Rise on the Shoreline Change of European Sandy Coasts Under a High Greenhouse Gas Emissions Scenario, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3553, https://doi.org/10.5194/egusphere-egu2020-3553, 2020.

EGU2020-7859 | Displays | NH5.5

Global analysis of the uncertainties prevailing in global-scale assessment of coastal flood damage and adaptation costs under 21st century sea-level rise

Jeremy Rohmer, Daniel Lincke, Jochen Hinckel, Goneri Le Cozannet, and Erwin Lambert

Global scale assessment of coastal flood damage and adaptation costs under 21st century sea-level rise are associated with a wide range of uncertainties including those in future projections of socioeconomic development (SSP scenarios), of greenhouse gas emissions (RCP scenarios), and of sea-level rise (SLR). These uncertainties also include structural uncertainties related to the modeling of extreme sea levels, vulnerability functions, and the translation of flooding-induced damage to costs. This raises the following questions: what is the relative importance of each source of uncertainty in the final global-scale results? Which sources of uncertainty need to be considered? What uncertainties are of negligible influence? Hence, getting better insights in the role played by these uncertainties allows to ease their communication and to structure the message on future coastal impacts and induced losses. Using the integrated DIVA Model (see e.g. Hinkel et al., 2014, PNAS), we extensively explore the impact of these uncertainties in a global manner, i.e. by considering a large number (~3,000) of scenario combinations and by analyzing the associated results using a regression-based machine learning technique (i.e. regression decision trees). On this basis, we show the decreasing roles, over time, of the uncertainties in the extremes’ modeling together with the increasing roles of SSP and of RCP after 2030 and 2080 for the damage and adaptation costs respectively. This means that mitigation of climate change helps to reduce uncertainty of adaptation costs, and choosing a particular SSP reduces the uncertainty on the expected damages. In addition, the tree structure of the machine learning technique allows an in-depth analysis of the interactions of the different uncertain factors. These results are discussed depending on the SLR data selected for the analysis, i.e. before and after the recently released IPCC SROCC report on September 2019.

How to cite: Rohmer, J., Lincke, D., Hinckel, J., Le Cozannet, G., and Lambert, E.: Global analysis of the uncertainties prevailing in global-scale assessment of coastal flood damage and adaptation costs under 21st century sea-level rise, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7859, https://doi.org/10.5194/egusphere-egu2020-7859, 2020.

EGU2020-10237 | Displays | NH5.5 | Highlight

Impacts of mean sea-level rise and marine extremes on islands

Marta Marcos and Angel Amores

For how long low-elevation coastal areas will be habitable under the effects of mean sea-level rise and marine extreme hazards? Mean sea-level rise, despite having a global origin, has severe local coastal impacts, as it raises the baseline level on top of which extreme storm surges and wind-waves reach the coastlines and, consequently, increases coastal exposure. In this presentation we will show coastal modelling exercises, fed with regionalised climate information of mean sea level and marine extremes, and applied in different environments that include sandy beaches and atoll islands. The outputs are aimed at anticipating the potential impacts of the dominant drivers in terms of land loss, coastal flooding and erosion. Our examples will be focusing on islands, for which the effects of increased coastal exposure are relatively larger, where local economy is often linked to coastal activities and retreat and migration are hampered by the limited land availability.

How to cite: Marcos, M. and Amores, A.: Impacts of mean sea-level rise and marine extremes on islands, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10237, https://doi.org/10.5194/egusphere-egu2020-10237, 2020.

EGU2020-3056 | Displays | NH5.5 | Highlight

Waves and sea-level rise induced flooding in the Maldives

Angel Amores, Marta Marcos, Rodrigo Pedreros, Gonéri Le Cozannet, Sophie Lecacheux, Jérémy Rohmer, Jochen Hinkel, Geronimo Gussmann, Thomas van der Pol, and Ali Shareef

The Maldives, located in the Indian Ocean, are the paradigm of low-lying coral-reef islands where adaptation to climate change is essential. Besides the mean sea level rise in this region, that is expected to be around 1 m by the end of the century according to the last IPCC report, these islands are exposed to one of the largest swells in terms of significant wave height and peak period. In this study we characterize, using the output of global wind-wave models forced by wind fields from the CMIP5 ensemble delivered by CSIRO, the present conditions and future projections of the waves around the Maldivian archipelago, as well as the return periods for the predominant swell directions. We then propagate extreme waves inside the domain using WaveWatch III model run onto a high-resolution grid (down to 500 m at the coast). Finally, we evaluate the coastal impacts of extreme swell waves in two strategic case study islands with different exposures and where land reclamation and different adaptation solutions have been/are being done. To do so, we propagate waves using SWASH model with rising mean sea level towards the shoreline and assess the flooding extend under different conditions. This kind of studies are essential to help the policy makers in defining the most accurate and appropriate adaptation strategies.

How to cite: Amores, A., Marcos, M., Pedreros, R., Le Cozannet, G., Lecacheux, S., Rohmer, J., Hinkel, J., Gussmann, G., van der Pol, T., and Shareef, A.: Waves and sea-level rise induced flooding in the Maldives, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3056, https://doi.org/10.5194/egusphere-egu2020-3056, 2020.

EGU2020-6162 | Displays | NH5.5

Extreme wave overtopping at ecologically modified sea defences

Md Salauddin, John O'Sullivan, Soroush Abolfathi, and Jonathan Pearson

Damage to coastal structures and surrounding properties from wave overtopping in extreme events is expected to be exacerbated in future years as global sea levels continue to rise and the frequency of extreme meteorological events and storm surges increases.  Approaches for protecting our coastal areas have traditionally relied on the development and ongoing maintenance of ‘hard’ defences.  However, the longer-term sustainability of coastal flood management that is underpinned by such defences is increasingly being questioned both in terms of dealing with climate change and in the environmental/ ecological consequences and associated losses of biodiversity that comes with these structural defence lines in coastal areas.

The term 'nature-based' has emerged in recent years to describe biomimicry-based engineered interventions in coastal defences. For example, the addition of artificial water-filled depressions on coastal structures e.g. ‘vertipools’ on seawalls and the use of ‘drill-cored rock pools in intertidal breakwaters that enhance biodiversity and species richness on sea defence surfaces and in adjacent coastal zones. While the ecological benefits of such interventions are increasingly being investigated, the additional roughness they bring to sea defences and the role of this roughness in wave energy dissipation and in the mitigation of wave overtopping remains less well studied.

Here we investigate the wave overtopping characteristics of artificially roughened seawalls in a suite of laboratory experiments conducted in a two-dimensional wave flume at the University of Warwick, UK.  An impermeable sloping foreshore with a uniform slope of 1 in 20 was constructed in front of a vertical seawall. The seawall was subsequently modified by including 10 no. different test combinations of surface protrusions of varying scale and surface density, replicating ‘green’ measures suitable for retrofitting to existing seawalls.  Wave overtopping was measured for each test.  All tests comprised approximately 1000 JONSWAP pseudo-random wave sequences. Both impulsive and non-impulsive wave conditions were considered in experiments with two constant deep-water wave steepness values of 2% and 5%.

Results from benchmark (plain seawalls) experiments showed an overall good agreement with predictions from new overtopping manual, EurOtop II, the European empirical design guidance for wave overtopping of sea defences and related structures.  However, test results for the ecologically modified sea defences under impulsive (breaking) wave conditions showed significant reductions (up to factor 4) in overtopping compared to predictions from EurOtop codes.  Reductions in overtopping for artificially roughened defences under non-impulsive wave conditions were less conclusive.  Overall, results indicate that there can be a dual benefit in retrofitting sea defences with ecological features, the first being enhanced biodiversity in the coastal zone and the second being reduced flood risk in coastal areas from reductions in overtopping, particularly for breaking wave conditions.

The work in this paper is being undertaken as part of the Interreg funded Ecostructure project (www.ecostructureproject.eu), part-funded by the European Regional Development Fund through the Ireland Wales Cooperation Programme 2014-2020.

How to cite: Salauddin, M., O'Sullivan, J., Abolfathi, S., and Pearson, J.: Extreme wave overtopping at ecologically modified sea defences, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6162, https://doi.org/10.5194/egusphere-egu2020-6162, 2020.

EGU2020-7677 | Displays | NH5.5

Can we avoid coastal squeeze through nature-based coastal adaptation?

Mark Schuerch, Tom Spencer, Stijn Temmerman, and Matthew Kirwan

Intertidal coastal wetlands, including tidal marshes and mangrove forests, are at risk of disappearing under the influence of global sea level rise (SLR). Loss of their ecosystem services could significantly impact global carbon budgets, increase coastal erosion and flooding and lead to loss of fisheries, particularly along densely populated coastal zones such as large estuaries and deltas. Regional to global-scale projections suggest a reduction in present-day coastal wetland area by 20% to 90% in response to projected rates of future SLR. Recent studies have highlighted the importance of coastal squeeze, i.e. the inhibition of inland migration of tidal coastal wetlands due to the existence of anthropogenic infrastructure, in combination with wetland loss due to sea level rise, which is aggravated by a global decline in coastal sediment supply.

Nature-based adaptation, consisting of the reservation or creation of space for inland wetland expansion, is widely regarded as a promising strategy to counteract coastal squeeze and create/restore natural habitats through inland migration. Based on global and regional modelling outputs, this paper discusses how different scenarios of global population growth, expected declines in global sediment supply, delta subsidence and various coastal management strategies impact on global areas of intertidal coastal wetlands, and coastal squeeze in particular. For example, we estimate that until the year 2100 up to 280,000 km2 of coastal wetlands may be lost due to coastal squeeze. If strategically implemented on a regional to global scale nature-based solutions to coastal management could increase the global total area of intertidal coastal wetlands by up to 60%.

However our current understanding of this process is very limited, partly due to the limited field evidence in sedimentary archives (e.g. during the early Holocene where SLR were high). We argue that this is related to the combined effects of wetland inland migration and wetland drowning during periods of high SLR rates, raising the question as to whether or not future coastal wetland will be able to provide ecosystem services comparable to those of natural systems.

How to cite: Schuerch, M., Spencer, T., Temmerman, S., and Kirwan, M.: Can we avoid coastal squeeze through nature-based coastal adaptation?, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7677, https://doi.org/10.5194/egusphere-egu2020-7677, 2020.

EGU2020-2725 | Displays | NH5.5

A composite method for past events characterisation providing insights in past, present and future coastal flood hazards: Joining historical, statistical and modeling approaches

Deborah Idier, Jeremy Rohmer, Rodrigo Pedreros, Sylvestre Le Roy, Jerome Lambert, Jessie Louisor, Gonéri Le Cozannet, and Erwan Le Cornec

The characterisation of past coastal flood events is crucial for risk prevention. However, it is limited by the partial character of historical information on flood events and the lack or limited quality of past hydro-meteorological data. In addition coastal flood processes are complex, driven by many hydro-meteorological processes, making mechanisms and probability analysis challenging. These issues are tackled by joining historical, statistical and modelling approaches. We focus on a macrotidal site (Gâvres, France) subject to overtopping and investigate the 1900-2010 period. A continuous hydro-meteorological database is built and a damage event database is set up based on archives, newspapers, maps and aerial photographies. Using together historic information, hindcasts and hydrodynamic models, we identified 9 flood events, among which 5 significant flood events (4 with high confidence: 1924, 1978, 2001, 2008; 1 with a lower confidence: 1904). These flood events are driven by the combination of sea-level rise, tide, atmospheric surge, offshore wave conditions and local wind. The critical conditions leading to flood are further analysed, including the effect of coastal defences, showing that the present coastal defences would not have allowed to face the hydro-meteorological conditions of 09/02/1924 for instance, whose bi-variate return periods of exceedance Tr (still water level relative to the mean sea level and significant wave height) is larger than 1000 y. In addition, Tr is expected to significantly decrease with the sea-level rise, reaching values smaller than 1 y, for 8 of the 9 historical events, for a sea-level rise of 0.63 m, which is equal to the median amount of sea-level rise projected by the 5th Assessment Report of the IPCC in this region for RCP8.5 in 2100.

How to cite: Idier, D., Rohmer, J., Pedreros, R., Le Roy, S., Lambert, J., Louisor, J., Le Cozannet, G., and Le Cornec, E.: A composite method for past events characterisation providing insights in past, present and future coastal flood hazards: Joining historical, statistical and modeling approaches, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2725, https://doi.org/10.5194/egusphere-egu2020-2725, 2020.

EGU2020-7851 | Displays | NH5.5

Exploring future wave climate changes from directional spectra: Implications for coastal impacts

Hector Lobeto, Melisa Menendez, Moises Alvarez, and Ottavio Mazzaretto

Climate change may alter wave climate along most of world’s coasts (Morin et al., 2019). This could have implications on coastal impacts such as flooding and erosion (Wong et al., 2014). Traditional approaches to assess coastal impacts due to wind waves rely on, among other variables, the bulk sea-state parameters (e.g. significant wave height, peak period, mean wave direction). In this work, we analyse projected changes in wave climate considering the full directional spectra, particularly focusing on the added information this approach could offer. The analysed wave database consists of directional spectra and sea-state parameters at several coastal locations worldwide and in the western Mediterranean basin. Multi-model ensemble wave climate projections are obtained using WaveWatchIII model forced with surface wind fields and ice marine coverage outputs from several global and regional climate models (CMIP5 and CORDEX projects, respectively). Hourly spectra are stored with a discretization of 32 frequencies and 24 directions.

Results for sea-state parameters are coherent with previous studies about global wave climate changes (Camus et al., 2017; Collins et al., 2019), showing a wave height increase in the Southern Ocean and tropical eastern Pacific and a decrease in the North Atlantic and Mediterranean Sea. Nevertheless, the spectral analysis of wave climate changes provides new insights about the wave climate change signal. Thus, while projected changes of sea-state parameters provide an averaged information (both in magnitude and sign), the use of the full directional spectra makes it possible to study the projected change of each individual wave system. Also, this approach helps to note displacements of wave energy to higher or lower periods at each direction, which is especially relevant due to the important role that wave period and direction plays in coastal impacts such as dune erosion (Van Gent, 2008). The main conclusions reached in this study are the expected general increase of wave height in swells generated in the Southern Hemisphere that can travel north beyond the equator, and the decrease of wave systems generated in the Northern Hemisphere.

Finally, a comparison between the results from a coastal erosion assessment using estimated changes of sea-state parameters and climate change information from spectral wave data is shown.

How to cite: Lobeto, H., Menendez, M., Alvarez, M., and Mazzaretto, O.: Exploring future wave climate changes from directional spectra: Implications for coastal impacts, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7851, https://doi.org/10.5194/egusphere-egu2020-7851, 2020.

EGU2020-10271 | Displays | NH5.5

Simulating extreme sea levels at the Baltic Sea coast from synthetic cyclones

Jani Särkkä, Jani Räihä, Matti Kämäräinen, and Kirsti Jylhä

Coastal areas are under rapid changes. Management to face flooding hazards in changing climate is of great significance due to the major impact of flooding events in densely populated coastal regions, where also important and vulnerable infrastructure is located. The sea level of the Baltic Sea is affected by internal fluctuations caused by wind, air pressure and seiche oscillations, and by variations of the water volume due to the water exchange between the Baltic Sea and the North Sea through the Danish Straits. The highest sea level extremes are caused by cyclones moving over the region. The most vulnerable locations are at the ends of the bays. St. Petersburg, located at the eastern end of the Gulf of Finland, has experienced major sea floods in 1777, 1824 and 1924.

In order to study the effects of the depths and tracks of cyclones on the extreme sea levels, we have developed a method to generate cyclones for numerical sea level studies. A cyclone is modelled as a two-dimensional Gaussian function with adjustable horizontal size and depth. The cyclone moves through the Baltic Sea region with given direction and velocity. The output of this method is the gridded data set of mean sea level pressure and wind components which are used as an input for the sea level model. The internal variations of the Baltic Sea are calculated with a numerical barotropic sea level model, and the water volume variations are evaluated using a statistical sea level model based on wind speeds near the Danish Straits. The sea level model simulations allow us to study extremely rare but physically plausible sea level events that have not occurred during the observation period at the Baltic Sea coast. The simulation results are used to investigate extreme sea levels that could occur at selected sites at the Finnish coastline.

How to cite: Särkkä, J., Räihä, J., Kämäräinen, M., and Jylhä, K.: Simulating extreme sea levels at the Baltic Sea coast from synthetic cyclones, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10271, https://doi.org/10.5194/egusphere-egu2020-10271, 2020.

Climate warming is expected to change the functioning of regional seas substantially. However, it is still an open question how the global climate processes will affect in the future the regional seas, their wave climate, changes in the storm surges and, consequently, the coastal erosion, flooding risks, and coastal communities. In this study, we perform a detailed analysis of the wave climate of the Baltic Sea and the Caspian Sea based on the multi-mission satellite altimetry data in 1990 – 2017. The dataset of significant wave heights (SWH) from ten satellites was cross-validated against regional in situ buoy and echosounder measurements. In the Caspian Sea, due to the limited availability of the in-situ measurements, the satellite data were validated with visual wave measurements. After correction for systematic differences, the visual observations showed excellent correspondence with monthly averaged satellite data with a typical root mean square difference of 0.06 m. Even though several satellite pairs (ENVISAT/JASON-1, SARAL/JASON-2, ERS-1/TOPEX) exhibit substantial mutual temporal drift, and calm wave conditions are ignored, the overall picture is very consistent. The averaged over the whole basin annual mean SWH in the Baltic Sea shows an increase of 0.005 m/yr but no significant trend is detected in the Caspian Sea.

Interestingly, in both Baltic and Caspian seas, changes in the average SWH exhibit a strong spatial pattern. In the Baltic Sea, a meridional pattern is detected: an increase in the central and western parts of the sea and a decrease in the eastern part. This pattern has a timescale of ~13 yr. We also found a faster-varying region in the Baltic Proper where trends in the wave heights experience abrupt changes with a timescale of 3 years and show a strong relation to changes in the North Atlantic Oscillation. In the Caspian Sea, the wave height decreased by 0.019 ± 0.007 m/yr in the eastern segment of the central basin and by 0.04 ± 0.04 m/yr in the western segment of the southern basin when the other parts showed an increase of wave heights. These changes can be explained by an increase in the frequency of westerly winds at the expense of southerly winds. Analysing the changes in the atmospheric forcing we found that there is a cyclic behaviour with a timescale of ~12 years which result in abrupt changes in the wave climate every 12 years, causing the trends in different regions to reverse its sign.

We demonstrate that the impact on the coast and coastal community is caused by a complex chain of events, starting from changes in the wind direction due to large-scale atmospheric variability and atmospheric teleconnections, which create abrupt shifts in the wave climate of regional seas. We discuss that regional seas have a different response to the changing climate compared to the open ocean condition, which can lead to accelerated coastal erosion and a higher risk of flooding.

How to cite: Kudryavtseva, N.: Abrupt changes in wave climate of regional seas caused by large-scale atmospheric forcing and teleconnections, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22430, https://doi.org/10.5194/egusphere-egu2020-22430, 2020.

EGU2020-4549 | Displays | NH5.5

Coastal flooding in the Balearic Islands during the 21st century caused by sea level rise and extreme events

Pau Luque Lozano, Lluís Gómez-Pujol, Marta Marcos, and Alejandro Orfila

Sea-level rise induces a permanent loss of land with widespread ecological and economic impacts, most evident in urban and densely populated areas. The eventual coastline retreat combined with the action of waves and storm surges will end in more severe damages over coastal areas. These effects are expected to be particularly significant over islands, where coastal zones represent a relatively larger area vulnerable to marine hazards.

Managing coastal flood risk at regional scales requires a prioritization of resources and socioeconomic activities along the coast. Stakeholders, such as regional authorities, coastal managers and private companies, need tools that help to address the evaluation of coastal risks and criteria to support decision-makers to clarify priorities and critical sites. For this reason, the regional Government of the Balearic Islands (Spain) in association with the Spanish Ministry of Agriculture, Fisheries and Environment has launched the Plan for Climate Change Coastal Adaptation. This framework integrates two levels of analysis. The first one relates with the identification of critical areas affected by coastal flooding and erosion under mean sea-level rise scenarios and the quantification of the extent of flooding, including marine extreme events. The second level assesses the impacts on infrastructures and assets from a socioeconomic perspective due to these hazards.

In this context, this paper quantifies the effects of sea-level rise and marine extreme events caused by storm surges and waves along the coasts of the Balearic Islands (Western Mediterranean Sea) in terms of coastal flooding and potential erosion. Given the regional scale (~1500 km) of this study, the presented methodology adopts a compromise between accuracy, physical representativity and computational costs. We map the projected flooded coastal areas under two mean sea-level rise climate change scenarios, RCP4.5 and RCP8.5. To do so, we apply a corrected bathtub algorithm. Additionally, we compute the impact of extreme storm surges and waves using two 35-year hindcasts consistently forced by mean sea level pressure and surface winds from ERA-Interim reanalysis. Waves have been further propagated towards the nearshore to compute wave setup with higher accuracy. The 100-year return levels of joint storm surges and waves are used to map the spatial extent of flooding in more than 200 sandy beaches around the Balearic Islands by mid and late 21st century, using the hydrodynamical LISFLOOD-FP model and a high resolution (2 m) Digital Elevation Model.

How to cite: Luque Lozano, P., Gómez-Pujol, L., Marcos, M., and Orfila, A.: Coastal flooding in the Balearic Islands during the 21st century caused by sea level rise and extreme events, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4549, https://doi.org/10.5194/egusphere-egu2020-4549, 2020.

EGU2020-7951 | Displays | NH5.5

Integrated extreme sea level events in the Mediterranean coast of Spain

Andrea Lira Loarca, Manuel Cobos, Agustín Millares, Giovanni Besio, and Asunción Baquerizo

Coastal areas are one of the most vulnerable regions to climate change given their high exposure to the increasingly frequent extreme sea level (ESL) events and the high population density with around 680 million people (approximately 10% of the world’s population) residing at less than 10 m above sea level and projected to reach more than one billion by 2050 (IPCC, 2019).

Extreme sea level events include the combination of mean sea level, tides, surges and waves set-up. These events that historically occurred once per century are projected to become at least an annual occurrence at most parts of the world during the 21st century. Therefore, a crucial step towards coastal planning and adaption is the understanding of the drivers and impacts of ESL events (Hinkel et al., 2019).

Flooding and extreme events in river mouths and their adjacent coastline have a complex nature with oceanic and fluvial processes taking place. Their analysis requires, therefore, the consideration of several physical variables that play a role in water levels such as precipitation, waves, storm surge, and tides. In a climate change scenario, the effects of sea level rise and storminess changes must also be accounted for. The contribution of different processes to ESL events has often been analyzed independently given the difficulty to predict their combined effects.

This work focuses on the analysis of ESL events due to the combination of sea level rise, extreme waves, storm surges, tides and river flows in a climate change scenario, following:

  1. Projections of wave variables for an ensemble of EURO-CORDEX RCMs under RCP8.5 using WavewatchIII v5.16 (Besio et al., 2019). Wave propagation of local hydrodynamic processes and storm surge with Delft3D.
  2. Projections of river flow using a physical-based and distributed hydrological model under the same runs as the wave climate.
  3. Joint statistical characterization of local waves and river flows and long-term temporal variability based on the methodology of Lira-Loarca et al. (2020).
  4. Analysis of compound extreme sea level and flooding events.

The methodology is applied to a case study in the coast of Granada (Spain) where severe flood events have occurred in recent years. The results highlight the need for an integrated approach encompassing the relevant components of water levels, and specifically sea level rise and waves and the differences in the temporal variability of the significant wave height in a climate change scenario.

 

 

References:

  • Besio et al., 2019. Trends and variability of waves under scenario RCP8.5 in the Mediterranean Sea. 2ndInternational Workshop on Waves, Storm Surges, and Coastal Hazards, Melbourne, Australia
  • Hinkel et al., 2019. Sea level rise and implications for low lying islands, coasts and communities. IPCC SROCC.
  • IPCC, 2019. SPM Special Report on the Ocean and Cryosphere in a Changing Climate.
  • Lira-Loarca et al., 2020. Storm characterization and simulation for damage evolution models of maritime structures. Coastal Engineering, 156, 103620.

How to cite: Lira Loarca, A., Cobos, M., Millares, A., Besio, G., and Baquerizo, A.: Integrated extreme sea level events in the Mediterranean coast of Spain, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7951, https://doi.org/10.5194/egusphere-egu2020-7951, 2020.

EGU2020-10426 | Displays | NH5.5

Simulating coastal storm hazards at the Algarve coast (Portugal)

Juan L. Garzon and Oscar Ferreira

EGU2020-19936 | Displays | NH5.5

Global storm surges during a past warm climate, the Last Interglacial

Pepijn Bakker, Paolo Scussolini, Sanne Muis, Job Dullaart, Alessio Rovere, Paolo Stocchi, and Jeroen Aerts

We present here a novel application of state-of-the-art surge modeling on a past climate of special interest. The Last Interglacial (LIG; 125,000 years ago) was the latest instance of a climate (slightly) warmer than present: for this reason its study can inform on the response of several climate components to a climate state with partial resemblance to possible futures. Climate variables like temperature and precipitation have been extensively studied for the LIG. Here, we calculate for the first time the implications of the altered LIG atmospheric circulation (both in mean state and extremes) for storm surges along the global coastline. This presents particular interest since it is often claimed that a warmer climate may imply enhanced storminess in some ocean basins. We use sub-daily results from simulations of the LIG and of the pre-industrial periods with the climate model CESM1.2 (equipped with atmosphere module CAM5, with ca. 1 degree horizontal resolution) to force the Global Tide and Surge Model (GTSM) for 30-years at climate equilibrium conditions. We analyze patterns of storminess and of storm surges, and report on the anomalies in those metrics between the LIG and the pre-industrial climate. These results can help contextualize proxy-based reconstructions of storms of the LIG, as well as projections of storm surges in a future warmer climate. Finally, we also reconstruct tides of the LIG, aiming to provide useful constrains to paleo sea-level reconstructions.

How to cite: Bakker, P., Scussolini, P., Muis, S., Dullaart, J., Rovere, A., Stocchi, P., and Aerts, J.: Global storm surges during a past warm climate, the Last Interglacial, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19936, https://doi.org/10.5194/egusphere-egu2020-19936, 2020.

Storm surge on the east coast of the United States can be generated by hurricanes or extratropical cyclones (ETCs). Understanding the differences in the impacts of these two phenomena is important for improving strategies to mitigate the damage created. As such, this work examines the magnitude, spatial footprint, and paths of hurricanes and ETCs that caused strong surge along the east coast of the US. Lagrangian cyclone track information, for hurricanes and ETCs, is used to associate surge events with individual storms. First, hurricane influence is examined using ranked surged events per site. The fraction of hurricanes among storms associated with surge decreases from 20-60% for the top 10 events to 10-30% for the top 50 events, and a clear latitudinal gradient of hurricane influence emerges for larger sets of events. Second, surge on larger spatial domains is examined by focusing on storms that cause exceedance of the probabilistic 1-year surge return level at multiple stations. Results show that if the strongest events, in terms of surge amplitude and spatial extent, are considered hurricanes are most likely to create the hazards. However, when slightly less strong events that still impact multiple areas during the storm life cycle are considered, the relative importance of hurricanes shrinks as that of ETCs grows.

Next we examine the details of the tracks of the storm events that cause strong surge events. We find that paths for ETCs causing multi-site surge at individual segments of the US east coast pass very close to the regions of impact. We find that the paths of hurricanes that cause the strongest multi-site surge are often influenced by nearby large-scale circulation patterns. We also examine the relationship between the storm surge time-evolution and the propagation speed of the low-pressure center of the storm events. For extratropical cyclones, slower moving events have weaker cyclonic winds which offsets the enhanced surge associated with the longer duration of the cyclone influence on surge. For hurricanes, there is less correlation between propagation speed and cyclonic wind motion, meaning slower moving events can still generate very strong winds. However, slow moving events still don’t cause the absolute largest events.

 

How to cite: Booth, J. and Rieder, H.: United States East Coast Storm Surge and Cyclone track Characteristics: Differences and Similarities for Extratropical Cyclones and Hurricanes, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12444, https://doi.org/10.5194/egusphere-egu2020-12444, 2020.

EGU2020-18913 | Displays | NH5.5

Storm surge modelling in the North Sea-Baltic sea transition zone: model inter-comparison of static wind simulations

Elin Andrée, Asger Bendix Hansen, Morten Andreas Dahl Larsen, Kristine Skovgaard Madsen, and Martin Drews

Extreme water levels in the micro-tidal transition zone between the North Sea and the semi-enclosed Baltic sea are predominantly determined by wind forcing associated with synoptic-scale weather systems. This connection between the two seas is partly blocked by low-lying islands, and the bathymetry comprises a complex mixture of narrow, deep channels and shallow sills. Coastlines in the Southern Kattegat and the Western Baltic Sea are therefore exposed to wind forcing from a large range of directions, and the extent of water build-up varies strongly between locations.

In the present study, we aim to determine the most critical wind direction for most of the Danish coastlines by employing numerical modelling experiments. The simulations are conducted with two different regional 3D ocean models to enable model inter-comparison. The DMI-HBM model implements a structured grid with fully dynamic 2-way nesting, while the MIKE 3 FM invokes an unstructured mesh. Both models have grid resolutions of ~0.5–1 km within the Danish Straits and 4–6 km in the offshore Baltic Sea. The models are forced by synthetic wind fields, where both wind speed and wind direction are maintained at fixed levels over the entire model domains. Pairs of model simulations are then obtained by varying the angle from which the wind is blowing.

From the model outputs, we describe the temporal evolution of the water level by the site-specific peak water level, and the time required for the response to reach its peak value. Our results show a steady rise of the water level up until the peak value. The peak water level significantly overshoots the final equilibrium water level, which develops further into the simulations. Our study facilitates a better understanding of the sea level's response to extreme and persistent winds in a region with highly complex geometry.

How to cite: Andrée, E., Bendix Hansen, A., Dahl Larsen, M. A., Skovgaard Madsen, K., and Drews, M.: Storm surge modelling in the North Sea-Baltic sea transition zone: model inter-comparison of static wind simulations, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18913, https://doi.org/10.5194/egusphere-egu2020-18913, 2020.

It is challenging to study the surface and sub-surface oceanic physical and biogeochemical response in the intense weather conditions like tropical cyclones (TC). Due to limitation of observed subsurface data, most of the studies utilize satellite measured parameters to examine the response of ocean to a passing cyclone. The Bay of Bengal (BoB) is a semi landlocked basin in the northeastern Indian Ocean. The supply of freshwater from rivers and precipitation cause a shallow mixed layer and warmer sea surface temperature leading to cyclogenesis in the BoB. A few studies used in-situ Bio-Argo float which is limited to specified single point location to study oceanic response during the passage of Hudhud cyclone. The genesis of TC Hudhud in the Andaman Sea was on 6 October 2014, later it was intensified as Cyclonic Storm (CS) on 8 October and made landfall near Visakhapatnam on 12 October as an Extremely Severe Cyclonic Storm (ESCS). The TC Hudhud travelled nearly 1600 km in the ocean from genesis to landfall location. Only a few studies carried out on surface and subsurface biogeochemical response during TC Hudhud using Bio-Argo float. There is only one float located on the cyclone track. At that position, the system was a severe cyclonic storm (SCS) around wind speed was 45-55 knots. In the present study, we demonstrate the surface and subsurface bio-physical response along the track from CS to ESCS of TC Hudhud using a fully coupled ecosystem (ocean-biogeochemical) model. The model is configured using Regional Ocean Modeling System (ROMS) coupled with Bio-fennel. The model well captures the variability of surface and subsurface features of biogeochemical and physical parameters like chlorophyll concertation, dissolved oxygen, nutrients and temperature, salinity to compare with Bio-Argo float, and satellite data. Analysis shows that TC Hudhud induced upwelling cause intense water mixing which has a substantial impact on biological processes from depth of oxycline, nutricline to the upper-ocean layer. The model results are further analyzed to understand upper-oceanic physical and biological processes for the pre- and post-cyclone periods and their along-track variations. Model simulation shows changes in subsurface chlorophyll maximum, oxycline, nutricline and chlorophyll blooms with the passage of TC Hudhud in the BoB. The physical and biological processes are discussed to explain the observed and modelled variations in the upper-ocean characteristics.

How to cite: Vivek, S., Nigam, T., and Pant, V.: Biogeochemical response to tropical cyclone Hudhud in the Bay of Bengal using an ocean-biogeochemical coupled model, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2054, https://doi.org/10.5194/egusphere-egu2020-2054, 2020.

Abstract:In order to find out the hydrochemistry and salinization of shallow groundwater in coastal aquifers, 76 ground- and surface-water samples, contained phreatic upper water, phreatic water, confined water, river water and seawater were collected for major ion and isotope analysis(2H/18O, 14C). The results show that: (1) The phreatic upper groundwater changes along the general flowpath towards the coast from fresh(TDS <1 g/L), brackish (1–3 g/L) to saline (3–50 g/L). The phreatic water and first confined water are basically unchanged, but mainly saline water. (2) Shallow groundwater is mainly derived from atmospheric precipitation and undergoes significant evaporation processes. The phreatic upper groundwater is mainly derived from modern atmospheric precipitation recharge. The phreatic water and first confined water are mainly derived from precipitation replenishment during the warm period of the Holocene and some relict seawater. (3) The processes for salinity sources of the shallow groundwater are that oceanic evaporative salt formed during the transgression and retreat period since the late Pleistocene was dissolved by atmospheric precipitation and river water for many periods. The salt in phreatic upper water of the estuary area is also derived from modern seawater intrusion.

Key words: coastal zone; groundwater; hydrochemistry; hydrogen and oxygen stable isotope; salinization

_____________

 

Corresponding author. Qingdao Institute of Marine Geology, China Geologic Survey, Qingdao, 266071, PR China.

E-mail address: gms532@163.com.

This study was financially supported by the National Natural Science Foundation of China (41977173), China Geology Survey project(DD20189503) and National key research and development projects(2016YFC0402801)

How to cite: Hou, G., Gao, M., and Dang, X.: Hydrochemical characteristics and processes for salinity sources of the shallow groundwater along the coast of northern Jiangsu, China, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4362, https://doi.org/10.5194/egusphere-egu2020-4362, 2020.

EGU2020-1317 | Displays | NH5.5

Salt water intrusion in the Pearl River networks, China

Wei Zhang, Rongxiang Zhou, and Xiaomei Ji

The Pearl River networks is a typical river networks system with channel density ranging from 0.81-0.88m/m2. Recent years, with the rapid development of economy, the intensive human activities have great impacts on the networks system. Sand excavation is the most severe one, which directly led to the averaged 4-6m riverbed downcutting over the Pearl River networks. Consequently, salt water intrusion has become much serious than it was before. In this study, a coupled 1-D river networks and 3-D estuarine combined numerical model has been established to evaluate the influence of bathymetry changes and sea level rising on the salt water intrusion in the river networks. Two period of bathymetries in 1990s and 2000s have been used to simulate the length of salt water intrusion (LSR). It is found that the LSR in 2000s was 24 km farther upstream than that in 1990s. However, the LSR is no more than 3 km when sea level rises by 30 cm. This implies that impact of bathymetry changes overwhelms the sea level rise on LSR. The result also shows that LSR has the negative and positive correlation with river discharge and tide range respectively, which means that LSR will decrease and increase with river discharge and tidal range increasing. Furthermore, it is quite interesting to notice that the LSR is also quite relative to the flow ratio at the apex of the delta. With the same river discharge from the upper stream, the more the discharge come from the West River, the less LSR will happen, which would be quite useful to the authority to transfer the water to control the salt water intrusion in Pearl River networks.

How to cite: Zhang, W., Zhou, R., and Ji, X.: Salt water intrusion in the Pearl River networks, China, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1317, https://doi.org/10.5194/egusphere-egu2020-1317, 2020.

EGU2020-13590 | Displays | NH5.5

Coastal risk assessments due to hybrid disasters in Korea

Tae-Soon Kang, Hyeong-Min Oh, Soon-Mi Hwang, Ho-Kyun Kim, and Kwang-Young Jeong

Korean coasts are exposed to high risks such as storm surge, storm-induced high waves and wave overtopping. Also, localized heavy rainfall events have occurred frequently due to climate change, too. Especially, since coastal urban areas depend heavily on pump and pipe systems, extreme rainfalls that exceed the design capacity of drainage facility result in increasing inland flood damage. Nevertheless, the population in Korea is concentrated in the coastal areas and the value and density of coastal utilization are increasing. In this study, the risk of hybrid disasters in the coastal areas was assessed for safe utilization and value enhancement of coastal areas. The framework of the coastal risk assessment has been adopted from the concept of climate change vulnerability of the IPCC(2001). Coastal Risk Index(CRI) in this study was defined as a function of Exposure and Sensitivity exclude Adaptive Capacity using GIS-based DBs. Indicators of Exposure consisted of a storm surge, storm-induced high waves, wave overtopping and rainfalls. Indicators of Sensitivity consisted of human(population density), property(buildings and roads), and geography(inundation area). All these indicators were gathered from government agencies, numerical model experiments(ADCIRC, unSWAN, FLOW3D and XP-SWMM model), and field surveys(Drone & Lidar survey). And then spatial analysis was performed by using a GIS program after passing the quality control and analyzed data were standardized and classified 4 grades; Attention(blue color), Caution(yellow color), Warning(orange color) and Danger(red color). This frame of risk assessment was first applied to Marine City, Haeundae in Busan, Korea which was heavily damaged by the typhoon CHABA in 2018. According to the assessment results, it was confirmed that the results were in good agreement with the observation data and damage range. At present, the study area of risk assessment is expanding to other areas. The results of coastal risk assessment are used as reference indicators to identify and prevent the cause of coastal disasters, establish countermeasures, determine the development or management of coastal areas based on GIS, thus will contribute to effective and safe coastal management.

How to cite: Kang, T.-S., Oh, H.-M., Hwang, S.-M., Kim, H.-K., and Jeong, K.-Y.: Coastal risk assessments due to hybrid disasters in Korea, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13590, https://doi.org/10.5194/egusphere-egu2020-13590, 2020.

EGU2020-4562 | Displays | NH5.5 | Highlight

Local and large-scale controls of the exceptional Venice floods of November 2019

Christian Ferrarin, Marco Bajo, Francesco Barbariol, Mauro Bastianini, Alvise Benetazzo, Luigi Cavaleri, Jacopo Chiggiato, Silvio Davolio, Piero Lionello, Mirko Orlic, and Georg Umgiesser

On 12 November 2019, an exceptional flood event occurred in Venice, second only to the one that occurred on 4 November 1966. The maximum recorded sea level value of 189 cm above local datum resulted in the flooding of more than 85% of the pedestrian surface of the historical city. Moreover, with four extremely high tides since 11 November 2019, this has been the worst week for flooding in Venice ever since 1872, when official statistics were first produced. The event that struck Venice and the northern Adriatic Sea on 12 November 2019, although having certain conditions seemingly typical of the events that cause exceptional high waters, also had some peculiar characteristics not observed before and therefore it requires an in-depth analysis. Several factors made this event exceptional: an in-phase timing of the peak of the storm surge and the astronomical tide; an anomalously high monthly mean sea level in the Adriatic Sea induced by a steady low-pressure and wind systems over the Mediterranean Sea associated with large-scale low-frequency atmospheric dynamics; a deep low-pressure system over the central-southern Tyrrhenian Sea that generated strong sirocco (south-easterly) winds along the main axis of the Adriatic Sea pushing the waters towards north; a fast-moving local depression - and the associated wind perturbation - travelling in the north-westward direction along the Italian coast that may have forced long ocean waves (e.g., edge wave); and very strong winds (100 km h-1 on average, with gusts reaching 110 km h-1) over the Lagoon of Venice which led to a further rise in water levels and damage to the historic city. In this study, a large set of available observations and the high-resolution numerical simulations are used to quantify the influence of these drivers on the peak flood event and to investigate the peculiar weather and sea conditions over the Mediterranean Sea during the Venice floods of November 2019.

How to cite: Ferrarin, C., Bajo, M., Barbariol, F., Bastianini, M., Benetazzo, A., Cavaleri, L., Chiggiato, J., Davolio, S., Lionello, P., Orlic, M., and Umgiesser, G.: Local and large-scale controls of the exceptional Venice floods of November 2019, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4562, https://doi.org/10.5194/egusphere-egu2020-4562, 2020.

EGU2020-13676 | Displays | NH5.5

Future scenarios of coastal flooding in north-east Italy

Riccardo Giusti, Mario Martina, Clara Armaroli, Rui Figuereido, and Francesco Dottori

Climate change and subsidence will likely have a significant role to increase coastal flooding risk. The socio-economic impact of inundations can be very relevant, and, in a context of climate change, it is necessary to develop effective methods for assessing coastal flood hazard suitable for large-scale studies. This work focuses on the application of a new modelling approach for mapping flooding hazard for future scenarios characterized by sea level rise and ground lowering due to subsidence. The flood intensity index approach (Iw, Dottori et al. 2015) will be used to quantitatively evaluate the flood extent. This recent methodology allows to create reliable scenarios with low computational costs. The effects of the storm surge are assessed using a base scenario corresponding to 100 years return period event. IW inputs are represented by water height set as storm level plus a part of wave height. The scenarios will be created by quantitatively combining IPCC sea level rise projections with subsidence data that will be compared to high-resolution digital terrain models. The study area of this work is the ∼205 km long coastal plain of Northern Italy, from Venice to Rimini, composed of low-lying sandy beaches and which includes the Po delta area. The coast is characterized by large portions of the territory below mean sea level and by geological features made by recent quaternary sediments which have a natural subsidence rate. In the past (1960-1980) the subsidence rate had an exceptional increase caused by excessive groundwater withdrawal for agricultural and industrial activities, human consumption and by natural gas extraction.

How to cite: Giusti, R., Martina, M., Armaroli, C., Figuereido, R., and Dottori, F.: Future scenarios of coastal flooding in north-east Italy, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13676, https://doi.org/10.5194/egusphere-egu2020-13676, 2020.

Nowadays, with possible changes in wind patterns and growing interests in the development of wind farms and other forms of renewable energy on the Baltic Sea, statistical characteristic of prevailing wave conditions at the site and changes in energy distribution, are essential. The Gulf of Gdańsk (Southern Baltic Sea) is an especially interesting area due to the presence of very characteristic long peninsula which strongly affects wave propagation and, in consequence, wave energy distribution. The objective of this work is to obtain most characteristic features of extreme storms that had significant impact on the Gulf of Gdańsk during the last half-century and associated meteorological conditions

In this study we analyse two hindcast datasets which are the result of an EU-funded project HIPOCAS (Cieślikiewicz & Paplińska-Swerpel 2008). The first one is the 44-year long reanalysis of meteorological data produced with the atmospheric model REMO (Jacob & Podzun 1997).

The second dataset used in this study is wave data produced with wave model WAM. For the modelling of waves over the Baltic Sea, a subset of gridded REMO data were extracted. Wave data have been produced in a rectangular grid in spherical rotated coordinates with the resolution 5’×5’.

The principal goal of our analysis is twofold. First, we want to estimate long-term stochastic characteristics of some basic meteorological parameters and wind wave fields. Atmospheric pressure at sea level and the wind velocity at 10 m height are analysed. As far as the wind wave data are concerned, we focus on the significant wave height (Hs), mean wave period and the mean direction of wave propagation. Secondly, this study aims to find out the characteristic features of atmospheric conditions causing extreme wind wave events in the Gulf of Gdańsk. To this end, a number of extreme storms, that are critical for a few chosen Gulf of Gdańsk regions, are selected based on Hs time series. For those selected storm periods, the storm depressions’ tracks and the overall evolution of atmospheric pressure and wind velocity fields are examined.

Our analysis 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.

In our study, we also look for the essential characteristics of the extreme meteorological conditions via results of the Empirical Orthogonal Functions (EOF) method, applied to the wind velocity vector fields.

Computations performed within this study were conducted in the TASK Computer Centre, Gdańsk with partial funding from eCUDO.pl project and the Project for Young Scientist No. 539-G210-B412-19.

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.: Characteristics of extreme wind wave events in the Gulf of Gdańsk and associated atmospheric conditions over the Baltic Sea, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20397, https://doi.org/10.5194/egusphere-egu2020-20397, 2020.

To determine the specificity of functioning the Southern Baltic coasts, it is necessary to identify the hydrometeorological conditions that have the greatest effect on the dynamics of geomorphological processes in detail. For the offshore coastal zone, it is important to determine temporal variability (including trend, cyclicality and seasonality) and spatial diversity (i.e. for cliff and dune coasts) of occurrence of main hydrometeorological and geomorphological processes and events. Among hydrometeorological and geomorphological factors - which are decisive for violent, intense and sometimes irreversible changes in the natural environment - extreme events play an important and sometimes dominant role (Tylkowski, Hojan 2018).

Geomorphological changes of the cliff coast depend mainly on the dynamics of marine and slope erosion. The high sea level that occurs during storm swells and intense precipitation lead to the transformation of the cliff coast, which is seen in the retraction of the cliff crown, among others (Kostrzewski et al. 2015).

The purpose of the work was to determine the temporal variability of hydrometeorological conditions, which have the greatest effect on the dynamics of the erosion of the cliff shores of the Wolin island. Hydrometeorological conditions from 1985 – 2019 period were compared to the annual measurements of the cliff crown retraction, which were carried out on 5 test sections in the coastal zone of the Pomeranian Bay on the island of Wolin. The work indicates the occurrence of above-average and extreme hydrometeorological events that potentially favoured the occurrence of erosive processes, e.g. mass movements, slopewash and aeolian erosion.

Using ARIMA modelling, time decomposition of hydrometeorological conditions was made and their short-term forecasts were formulated. The study determined non-seasonal and seasonal parameters that determine the occurrence of current and future meteorological and marine conditions. What is more, spatial differences in the scope of identification of the features of the analysed time series, estimation of parameters of selected models and the formulated forecast are indicated (Tylkowski, Hojan 2019).

 

 

References

Tylkowski J., Hojan M., 2018. Threshold values of extreme hydrometeorological events on the Polish Baltic coast. Water 10(10), 1337. doi:10.3390/w10101337

Kostrzewski A., Zwoliński Z., Winowski M., Tylkowski J., Samołyk M., 2015. Cliff top recesion rate and cliff hazards for the sea coast of Wolin Island (Southern Baltic). Baltica 28(2): 109-120. doi:10.5200/baltica.2015.28.10

Tylkowski J., Hojan M., 2019: Time decomposition and short-term forecasting of hydrometeorological conditions in the South Baltic coastal zone of Poland. Geosciences 9(68). doi.org/10.3390/geosciences9020068

How to cite: Tylkowski, J., Kostrzewski, A., and Winowski, M.: Impact of hydrometeorological conditions on the Southern Baltic cliff coast development in the annual and long-term weather cycle, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21462, https://doi.org/10.5194/egusphere-egu2020-21462, 2020.

EGU2020-12805 | Displays | NH5.5

Developing analytical tsunami fragility functions for Italian coastal communities

Marta Del Zoppo, Marco Di Ludovico, and Andrea Prota

In a probabilistic tsunami risk assessment framework, the definition of vulnerability of the physical assets of coastal communities plays a fundamental role. Therefore, current research is moving towards the definition of a general methodology for developing analytical tsunami fragility functions for the physical assets to be used in loss-assessment frameworks at community scale. Herein a methodology is proposed for developing analytical tsunami fragility functions and its application on an inventory of RC buildings representative of the Mediterranean coastal communities is illustrated. Simple mechanics-based models are defined for the damage assessment of reinforced concrete (RC) buildings with breakaway infills under tsunami lateral loads. A simulated design procedure is adopted for the definition of the buildings inventory, relying on Monte Carlo simulation to account for geometrical and mechanical uncertainties. One key feature of the approach is that intermediate damage states prior to collapse are defined to account for light/moderate damage to both structural and non-structural components subjected to tsunami onshore flows.

How to cite: Del Zoppo, M., Di Ludovico, M., and Prota, A.: Developing analytical tsunami fragility functions for Italian coastal communities, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12805, https://doi.org/10.5194/egusphere-egu2020-12805, 2020.

EGU2020-13247 | Displays | NH5.5

A Nonlinear Static Procedure for the Design and Assessment of Buildings to Tsunami

Marco Baiguera and Tiziana Rossetto

Many coastal regions lying on subduction zones are likely to experience the catastrophic effects of cascading earthquake and tsunami observed in recent events. The response of the structure to tsunami is difficult to quantify through damage observations from past events, which often provide information on the combined effects of both perils. Hence, the use of analytical methodologies is fundamental. The authors have recently proposed a nonlinear static pushover procedure for the design and assessment of structures for tsunami within the framework of ASCE 7-16 provisions. The latter offer a comprehensive and practical methodology for the design of structures for tsunami loads and effects. While they provide prescriptive tsunami loading and design requirements, they also permit the use of performance-based analysis tools. However, the specifics of load application protocol, and system and component evaluation are not specified. Through the proposed approach, the user can estimate the effective lateral-resisting capacity of a building. In addition, by applying the component loading procedure, the user can identify the structural elements that may need to be strengthened to meet the code acceptance criteria. For this purpose, a prototypical reinforced concrete multi-storey building exposed to high tsunami hazard in the USA Northwest Pacific coast is assessed. Based on the acceptance criteria of ASCE 7-16 provisions, the lateral-load resisting system needs to be strengthened to resist tsunami loading. Overall, the use of the tsunami nonlinear static analysis procedure is found to significantly reduce the extra-costs associated with tsunami strengthening of the building.

How to cite: Baiguera, M. and Rossetto, T.: A Nonlinear Static Procedure for the Design and Assessment of Buildings to Tsunami, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13247, https://doi.org/10.5194/egusphere-egu2020-13247, 2020.

EGU2020-10579 | Displays | NH5.5

Tsunami Generation, Consequences on Coastlines, and Potential Global Climate Effects due to Asteroids Impacting Earth’s Oceans

Souheil Ezzedine, Luke Oman, David Dearborn, Paul Miller, and Megan Syal

Despite that the annual probability of an asteroid impact on earth is low, but over time, such catastrophic events are inevitable and can have negative global consequences. Several institutions around the world have come together to address global consequences of asteroids impacting earth. For example, interest in assessing the tsunami generation and impact consequences has led us to develop a physics-based framework to seamlessly simulate the event from source (asteroid entry) to ocean impact (splash) to long wave generation, propagation, and their catastrophic risk to people and infrastructure in coastal regions such inundation of the shoreline. The non-linear effects of the asteroid impact on the ocean surface are simulated using the hydrocode GEODYN to create the impact source for the shallow water wave propagation code, SWWP. The GEODYN-SWWP coupling is based on the structured adaptive mesh refinement infrastructure; SAMRAI developed at LLNL. Another consequence of ocean impact is the potentially global effects of an event that would otherwise be of only regional or local importance, should it occur on land. Only a fraction of the total impact energy is converted into water waves that have the ability to globally propagate in the oceans. The remaining energy is consumed by the “evaporation” of the asteroid, the ocean water being transformed into vapor and mist and the fractionization of ocean water and vapor into chlorine and bromine which alter the atmospheric chemistry, therefore impacting globally the Ozone layer and earth temperature. In this paper, we present our scheme of creating the source -- including nonlinear transient cratering and nearfield waves, generating the vapor cloud and the chemical speciation source load of chlorine and bromine to assess the global circulation of those plumes and their effects on the climate. We also present our coupling scheme of the hydrodynamic source using GEODYN with the global atmospheric circulation code GEOSCCM and illustrate the scheme on the PDC 2017 and PDC 2019 asteroid impact scenarios. We illustrate the coupling scheme for asteroids impact along the US, Europe and Asia shorelines. We illustrate, by examples, how the predictions of these numerical tools can help international, state and local government agencies reduce the risks and prepare and implement a  response and recovery plan.  This work performed under the auspices of the U.S. Department of Energy by Lawrence Livermore National Laboratory under Contract DE-AC52-07NA27344.

How to cite: Ezzedine, S., Oman, L., Dearborn, D., Miller, P., and Syal, M.: Tsunami Generation, Consequences on Coastlines, and Potential Global Climate Effects due to Asteroids Impacting Earth’s Oceans, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10579, https://doi.org/10.5194/egusphere-egu2020-10579, 2020.

NH5.6 – Subaqueous mass movements: triggers, dynamics and hazards

Submarine landslides occur on continental margins globally and can have devastating consequences for marine habitats, offshore infrastructure and coastal communities due to potential tsunamigenic consequences. Evaluation of the magnitude and distribution of submarine landslides is central to marine and coastal hazard planning. Despite this, there are few studies that comprehensively quantify the occurrence of submarine landslides on a margin-wide scale.

 

We present the first margin-wide submarine landslide database along the eastern margin of New Zealand comprising >2200 landslide scars and associated mass-transport deposits. Analysis of submarine landslide distribution reveals 1) locations prone to mass-failure, 2) spatial patterns of landslide scale and occurrence, and 3) the potential preconditioning factors and triggers of mass wasting across different geologic settings.

 

Submarine landslides are widespread on the eastern margin of New Zealand, occurring in water depths from ~300 m to ~4,000 m. Landslide scars and mass transport deposits are more prevalent, and on average larger, on the active margin, compared the passive margin. We attribute higher concentrations of landslides on the active margin to the prevalence of deforming thrust ridges, related to active margin processes including oversteepening, faulting and seamount subduction. Higher sediment supply on the northernmost active margin is also likely to be a key preconditioning factor resulting in the concentration of large landslides in this region.

 

In general, submarine landslide scars are concentrated around canyon systems and close to canyon thalwegs. This suggests that not only does mass wasting play a major role in canyon evolution, but also that slope undercutting in canyons may be a fundamental preconditioning factor for slope failure.

 

Results of this study offer unique insights into the spatial distribution, magnitude and morphology of submarine landslides across different geologic settings, providing a better understanding of the causative factors for mass wasting in New Zealand and around the world.

 

How to cite: Watson, S., Mountjoy, J., and Crutchley, G.: Tectonic and geomorphic controls on the distribution of submarine landslides across active and passive margins, eastern New Zealand, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3194, https://doi.org/10.5194/egusphere-egu2020-3194, 2020.

We investigate the sliding dynamics of two giant submarine landslides and their tsunamigenic capacity in the South China Sea (SCS) region: the Baiyun slide in the Pearl River Mouth Basin and the Brunei Slide in Northwest offshore Brunei. The two slides have comparable sizes with the estimated volumes of 1035 km3 for Baiyun Slide versus 1200 km3 for Brunei Slide and areas of 5500 km2 versus 5300 km2. Based on the available geophysical observations, we construct hypothetical scenarios for both slides. By treating the slides as translational mudflow, we are able to reproduce the observed run-out distribution of the Baiyun Slide. The sliding speeds of the failed material could reach 25~35 m/s in both slide events. Both slides could generate devastating tsunamis in the SCS although the tsunamigenic capacity of the Brunei Slide is significantly larger than the Baiyun Slide. Through a series of numerical experiments, we demonstrate that the steepness of the slope and initial water depth of the slides play the key role of determining their tsunamigenic capacity. The tsunami generated by the Baiyun Slide mainly affects the northern part of the SCS. Coastlines including the southern China, central Vietnam, western Philippines suffer the highest tsunami waves.  The tsunami waves generated by the Brunei Slide causes significant impact in northern coasts of Borneo Island, coasts of central and southern Vietnam and Palawan.

How to cite: Li, L., Qiu, Q., Shi, F., and Ma, G.: Insights into potential submarine landslide tsunamis in the South China Sea: A comparative study of the Baiyun Slide and the Brunei Slide, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12140, https://doi.org/10.5194/egusphere-egu2020-12140, 2020.

EGU2020-8826 | Displays | NH5.6

Diffraction imaging to understand the internal fabric of mass-transport complexes from Gulf of Cadiz, south west Iberian Margin

Jonathan Ford, Roger Urgeles, Eulàlia Gràcia, and Angelo Camerlenghi

Outcrop examples of mass-transport complexes (MTCs) often show a complex internal fabric which reflects disaggregation, deformation and entrainment that occurred during transport and emplacement. This can include intense folding, included blocks of substratum and internal shear zones. Seismic reflection images often cannot properly image this internal fabric as the scale of such structure is usually below the effective resolution. This can limit seismic interpretation to characterising only the overall morphology of the deposits (the top and basal reflectors).

Seismic reflections are primarily generated by smooth, laterally continuous interfaces. Discontinuities at or below the scale of the seismic wavelength instead generate seismic diffractions (“diffraction hyperbolae” in unmigrated images). Diffractions are often ignored during seismic processing as they are generally lower in amplitude than reflections, though they do not suffer from the same lateral resolution limit as reflections so are potentially sensitive to smaller scale structure. We suggest that the discontinuous internal fabric of MTCs will generate a significant amount of diffraction energy relative to unfailed sediments.

The main goal of this study is to use diffraction imaging to image the small-scale, heterogeneous internal fabric of MTCs. We demonstrate this using two high-resolution, multi-channel 2-D marine seismic profiles (3.125 m CMP spacing, 500 m maximum offset) acquired in 2018 and 2019 as part of the INSIGHT project to investigate submarine geohazards in the Gulf of Cadiz. Profile 1 intersects the Marques de Pombal reverse fault and shows a series of stacked MTCs (~1 s TWTT from top to bottom) in the footwall, thought to be related to episodic fault activity. Profile 2 is located in the Portimão Bank area and contains two large MTCs thought to be related to the mobilisation of a salt diapir. The diffraction imaging method proceeds as i) dip-guided plane-wave destruction to separate reflected and diffracted wavefields; ii) velocity analysis by cascaded constant velocity migrations of the diffraction wavefield; iii) post-stack Kirchhoff time migration of the diffraction wavefield.

The unmigrated profiles show that the MTC bodies do generate more internal diffractions than the surrounding unfailed sediments. We also observe large contributions of diffraction energy from the rugose top and base of the MTCs, the rugose top salt interface and from faults within the unfailed sediments. The migrated diffraction images reveal distinct internal structure, thought to represent rafted blocks, ramps and both extensional and compressional faulting. The envelope of the diffraction image is used as an overlay on the conventional reflection image to guide interpretation and highlight potential diffractors. This allows interpretation of thin MTCs and improved delineation of their lateral extent (runout) above conventional reflection images.

Diffraction imaging has previously been used to image heterogeneous geology such as fracture networks, channel systems and karst topography. Here we apply the technique to study the internal fabric of MTCs. The resulting images resolve small-scale internal structure that is not well resolved by conventional reflection images. Such structures can be used as kinematic indicators to constrain flow direction and emplacement dynamics, which inform the geohazard potential of future subaqueous mass-movements.

How to cite: Ford, J., Urgeles, R., Gràcia, E., and Camerlenghi, A.: Diffraction imaging to understand the internal fabric of mass-transport complexes from Gulf of Cadiz, south west Iberian Margin, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8826, https://doi.org/10.5194/egusphere-egu2020-8826, 2020.

EGU2020-163 | Displays | NH5.6

Fluid flow and pore pressure development throughout the evolution of a trough mouth fan and implications for the slope stability, western Barents Sea

Jaume Llopart, Roger Urgeles, Carl Fredrik Forsberg, Angelo Camerlenghi, Maarten Vanneste, and Michele Rebesco

Using a combination of geophysical and geotechnical data from the Storfjorden Trough Mouth Fan, off southern Svalbard, we investigate the role of glacial advances and retreats over the continental shelf on the hydrogeology of the continental margin. The results of compressibility and permeability tests are used together with margin stratigraphic models from seismic data, as input for numerical finite element models to understand focusing of interstitial fluids in glaciated continental margins. The modeled evolution of the Storfjorden TMF from 2.7 to 0.2 Ma shows that onset of glacial sedimentation (~1.5 Ma) had a significant role in developing aquicludes (tills) on the shelf that decreased the vertical fluid flow towards the sea floor and diverted it towards the slope. This model shows that prior to 220 ka, high overpressure ratio (λ~0.6) develops below the shelf edge and in the middle slope. A more detailed, high resolution model for the last 220 kyrs accounting for ice loading during Glacial Maxima shows that the less permeable glacigenic debris flows deposited during glacial maxima on the slope hinder fluid evacuation from the plumites. This effect in combination with the fluid flow focusing from the shelf allows high overpressure ratio (λ~0.7) to develop in the shallower-most plumite layers. These high overpressures likely persist to the Present and are critical in determining the onset of submarine slope failure. The safety factor of the upper continental slope is reduced by 60% due to the combination of high sedimentation rates, ice loading and focusing of fluids during Glacial Maxima with values of the factor of safety reaching 1.2 during the LGM and beginning of the last deglaciation.

How to cite: Llopart, J., Urgeles, R., Forsberg, C. F., Camerlenghi, A., Vanneste, M., and Rebesco, M.: Fluid flow and pore pressure development throughout the evolution of a trough mouth fan and implications for the slope stability, western Barents Sea, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-163, https://doi.org/10.5194/egusphere-egu2020-163, 2020.

EGU2020-2578 | Displays | NH5.6

Seismic strengthening of diatom-rich sediments: A comparison of slope sediments from Chilean lakes and the Japan Trench margin

Jasper Moernaut, Gauvain Wiemer, Ting-Wei Wu, Ariana Molenaar, Achim Kopf, and Michael Strasser

Earthquakes are a main trigger of subaqueous landslides and surficial sediment remobilization at ocean margins and lake basins. If the earthquake loading is insufficient to lead to sediment failure, the subsequent dewatering and inherent compaction may enhance the shear strength of sedimentary slopes, a process termed „seismic strengthening“, which is believed to be especially relevant for the upper 10s of meters. This mechanism has been suggested to explain the observed paucity of submarine landslides on active margins when compared to the short recurrence of strong earthquakes in such settings. However, only few field studies were dedicated on this topic and little is known about which settings are especially prone to seismic strengthening.

Here, we present geotechnical data from diatom-rich sedimentary slopes in Chilean lakes and at the Japan Trench margin. We use the overburden-normalized undrained shear strength as an indicator of consolidation state. In Chile, this data is derived from in-situ dynamic cone penetrometer measurements, whereas the Japan data is obtained by lab vane shear tests on sediment cores. Both settings show extremely elevated shear strength of about ~5-10 times higher than expected for normally-consolidated sediment in the upper meters of a sequence. Significant overconsolidation is confirmed by one-dimensional compression tests, providing overconsolidation ratios of ~2-8 (Chilean lakes) and 4-9 (Japan Trench). For each setting, the shear strength profiles of sites with different sedimentation rates show very similar trends when they are normalized over the sediment age instead of over overburden stress. As older sediments experienced more earthquakes, this apparent age-dependency may form a new argument supporting the hypothesis of seismic strengthening. Following previous lab experiments on mixtures of diatoms and clayey-silt, we postulate that a high susceptibility to seismic strengthening in both settings is caused by the abundance of diatom frustules which are typically characterized by a high particle interlocking and surface roughness. On the Japan Trench margin, biogenic opal forms ~15% in dry weight, and given the hollow structure of diatom frustules, we infer that diatoms take up a considerable space in the in-situ sediment texture. We conclude that seismically active margins with diatom-rich sediments have a reduced susceptibility to submarine landslide hazards.

How to cite: Moernaut, J., Wiemer, G., Wu, T.-W., Molenaar, A., Kopf, A., and Strasser, M.: Seismic strengthening of diatom-rich sediments: A comparison of slope sediments from Chilean lakes and the Japan Trench margin, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2578, https://doi.org/10.5194/egusphere-egu2020-2578, 2020.

EGU2020-6979 | Displays | NH5.6

Stability assessment of submerged lateral and deltaic slopes in Lake Lucerne

Anastasiia Shynkarenko, Sylvia Stegmann, Katrina Kremer, Paolo Bergamo, Walter Imperatori, Agostiny Marrios Lontsi, Achim Kopf, and Donat Fäh

Numerous studies indicate that tsunamis do not only occur in oceans but also in lakes. Lake Tsunamis are mainly caused by sublacustrine and subaerial mass movements that can be triggered by seismic or aseismic processes (Schnellmann et al. 2002, Strasser et al. 2007, Kremer at al. 2012, Hilbe and Anselmetti 2015). Such tsunamis can have devastating effects on the surrounding population and infrastructure.

To assess the tsunami hazard triggered by sublacustrine mass movements, the stability of the lake slopes needs to be examined. As a part of the SNSF funded SINERGIA project “Lake Tsunamis: Causes, Controls and Hazard”, we perform the slope stability analysis based on the comprehensive geotechnical in situ and laboratory dataset for the selected sites of Lake Lucerne, Central Switzerland.

During 2018-2019 dense geotechnical investigations were carried out along slope-perpendicular profiles at 10 sites where the slopes have failed in the past or are susceptible to failure and included more than 130 in-situ free-fall cone penetration tests with pore pressure measurement (CPTu) and laboratory analysis of 30 short sediment cores. Already existing reflection seismic dataset complements these data and provides the thickness of different sediment layers.

1D undrained, infinite slope stability analysis following Morgenstern and Price (1965) is used to define the Factor of Safety and critical conditions for deltaic and lateral slopes, where different triggers can be responsible for the failure. Based on the conducted analysis, static and dynamic stability together with critical failure conditions for different slopes in Lake Lucerne can be compared.

 

References:

Hilbe, M. and Anselmetti, F.S. (2015) Mass Movement-Induced Tsunami Hazard on Perialpine Lake Lucerne (Switzerland): Scenarios and Numerical Experiments. Pure and Applied Geophysics 172, 545-568.

Kremer, K., Simpson, G., Girardclos, S. (2012) Giant Lake Geneva tsunami in AD 563. Nature Geoscience 5, 756-757.

Morgenstern, N.R. and Price, V.E. (1965) Analysis of stability of general slip surfaces. Geotechnique 15(1): 79–93.

Schnellmann, M., Anselmetti, F.S., Giardini, D., McKenzie, J.A., Ward, S.N. (2002) Prehistoric earthquake history revealed by lacustrine slump deposits. Geology 30, 1131–1134.

Strasser, M., Stegmann, S., Bussmann, F., Anselmetti, F.S., Rick, B., Kopf, A. (2007) Quantifying subaqueous slope stability during seismic shaking: Lake Lucerne as model for ocean margins. Marine Geology 240, 77-97.

How to cite: Shynkarenko, A., Stegmann, S., Kremer, K., Bergamo, P., Imperatori, W., Lontsi, A. M., Kopf, A., and Fäh, D.: Stability assessment of submerged lateral and deltaic slopes in Lake Lucerne , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6979, https://doi.org/10.5194/egusphere-egu2020-6979, 2020.

EGU2020-20168 | Displays | NH5.6

A new mechanism for the triggering of turbidity currents offshore tropical river deltas

Gaetano Porcile, Michele Bolla Pittaluga, Alessandro Frascati, and Octavio Sequeiros

When narrow continental shelves are stressed by extreme weather events, nearshore currents dominate the coastal circulation leading to complex flow patterns that can result in previously unforeseen cross-shelf exchange of water and sediment. Here we present a series of detailed studies carried out to investigate the nature of turbidity currents that impacted upon a submarine pipeline offshore Philippines, nearby tropical river deltas, after the landfall of intense typhoons. These rivers debouch into a shelf only a few hundreds of meters wide that is interrupted by steeper continental slopes carved by multiple submarine canyons. Turbidity currents were detected through regular pipeline monitoring, which showed lateral displacements and sea-floor erosion where the pipeline crosses some of these canyons. Seabed assessments indicated signatures of the occurrence of turbidity currents as opposed to landslides or ground motion due to earthquakes. Particularly, the submarine canyons were covered with regular sediment patterns that indicated the passage of deep-water turbulent flows, suggesting the local occurrence of turbidity currents. Meteorological data pointed at river floods and meteocean conditions, and associated fluvial sediment delivery and coastal sediment transport, as the most likely leading mechanisms for the triggering of turbidity currents. Hydrological modelling and related sediment transport calculations show these rivers were not capable to debouch into the sea with sediment concentrations high enough to generate hyperpycnal flows. Nevertheless, river plumes played an active role as source of sediment available on the shelf. Conversely, the role of the coastal circulation was found to be crucial for the triggering of turbidity currents. Our simulations show the development of exceptional rip currents (megarips) that flush out water and sediment from the inner shelf in the cross-shore direction towards the canyons’ heads, ultimately triggering turbidity currents into deep ocean waters. Such extreme nearshore circulations require the passage of intense typhoons in proximity to the trigger area inducing shore-normal incoming waves at peak conditions that in association with shoreline concavity at the river deltas favour the formation of erosional megarips, whose dynamics strongly depends on typhoon's approach latitude. The turbidity current modelling confirmed such an interpretation, matching field observations in the form of pipeline displacements. These evidences support our hypothesis that typhoon-induced megarip circulations could be responsible for the triggering of turbidity currents in submarine canyon systems offshore tropical river deltas. This newly identified mechanism has wide implications on the threatening of seafloor infrastructures and the assessment of frequency and duration of turbidity currents.

How to cite: Porcile, G., Bolla Pittaluga, M., Frascati, A., and Sequeiros, O.: A new mechanism for the triggering of turbidity currents offshore tropical river deltas, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20168, https://doi.org/10.5194/egusphere-egu2020-20168, 2020.

EGU2020-18904 | Displays | NH5.6

How deep does sand deposits in the Alentejo basin (Gulf of Cadiz) reach? Evaluating slope stability from bottom-current activities through time

Davide Mencaroni, Roger Urgeles, Jonathan Ford, Jaume Llopart, Cristina Sànchez Serra, Alcinoe Calahorrano, Pedro Brito, Claudio Lo Iacono, Rafael Bartolomè, Eulàlia Gràcia, Michele Rebesco, Angelo Camerlenghi, and Benjamin Bellwald

Contourite deposits are generated by the interplay between deepwater bottom-currents, sediment supply and seafloor topography. The Gulf of Cadiz, in the Southwest Iberian margin, is a famous example of extensive contourite deposition driven by the Mediterranean Outflow Water (MOW), which exits the Strait of Gibraltar, flows northward following the coastline and distributes the sediments coming from the Guadalquivir and Guadiana rivers. The MOW and related contourite deposits affect the stability of the SW Iberian margin in several ways: on one hand it increases the sedimentation rate, favoring the development of excess pore pressure, while on the other hand, by depositing sand it allows pore water pressure to dissipate, potentially increasing the stability of the slope.

In the Gulf of Cadiz, grain size distribution of contourite deposits is influenced by the seafloor morphology, which splits the MOW in different branches, and by the alternation of glacial and interglacial periods that affected the MOW hydrodynamic regimes. Fine clay packages alternates with clean sand formations according to the capacity of transport of the bottom-current in a specific area. Generally speaking, coarser deposits are found in the areas of higher MOW flow energy, such as in the shallower part of the slope or in the area closer to the Strait of Gibraltar, while at higher water depths the sedimentation shifts to progressively finer grain sizes as the MOW gets weaker. Previous works show that at present-day the MOW flows at a maximum depth of 1400 m, while during glacial periods the bottom-current could have reached higher depths.

In this study we derived the different maximum depths at which the MOW flowed by analyzing the distribution of sands at different depths along the Alentejo basin slope, in the Northern sector of the Gulf of Cadiz.

Here we show how changes in sand distribution along slope, within the stratigraphic units deposited between the Neogene and the present day, are driven by glacial – interglacial period alternation that influenced the hydrodynamic regime of the MOW.

By deriving the depositional history of sand in the Alentejo basin, we are able to correlate directly the influence that climatic cycles had on the MOW activity. Furthermore, by interpreting new multi-channel seismic profiles we have been able to derive a detailed facies characterization of the uppermost part of the Gulf of Cadiz.

An accurate definition of sand distribution along slope plays an important role in evaluating the stability of the slope itself, e.g. to understand if the sediments may be subjected to excess pore pressure generation. As sand distribution is a direct function of the bottom-current transport capacity, the ultimate goal of this study is to understand how climate variations can affect the stability of submarine slope by depositing contourite-related sand.

How to cite: Mencaroni, D., Urgeles, R., Ford, J., Llopart, J., Sànchez Serra, C., Calahorrano, A., Brito, P., Lo Iacono, C., Bartolomè, R., Gràcia, E., Rebesco, M., Camerlenghi, A., and Bellwald, B.: How deep does sand deposits in the Alentejo basin (Gulf of Cadiz) reach? Evaluating slope stability from bottom-current activities through time, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18904, https://doi.org/10.5194/egusphere-egu2020-18904, 2020.

EGU2020-19658 | Displays | NH5.6

Imaging seafloor instabilities using very high-resolution deep-towed multichannel seismic data in the Gulf of Lions (NW Mediterranean)

Shray Badhani, Antonio Cattaneo, Florent Colin, Bruno Marsset, Roger Urgeles, Estelle Leroux, Bernard Dennielou, Marina Rabineau, and Laurence Droz

The Gulf of Lions (GoL) is a passive margin of about 200 km long and 70 km wide with main sediment supply from the Rhone River supplying Alpine sediments to the Rhone delta. Submarine landslides in the GoL are widespread from the upper slope to the deep basin, within the canyon flanks and in the interfluves of major canyons. The two main submarine landslides present in the GoL are the Eastern Rhône Interfluve Slide (ERIS) and an unnamed slide complex on the western side of the Petit Rhone Canyon. Their resulting mass transport deposits (MTDs), the Rhone Eastern MTD (REMTD) and the Rhone Western MTD (RWMTD) have previously been described in detail in several studies. However, due to the lack of high-resolution multidisciplinary datasets, such as high-resolution seismic, sediment cores, and in-situ geotechnical measurements, a detailed analysis of weak layers and preconditioning factors was never performed. Here, we present a suite of a multidisciplinary dataset; particularly very high-resolution deep-towed multichannel seismic data acquired using Ifremer’s in-house acquisition system SYSIF (SYstème SIsmique de Fond) to assess seafloor instabilities in the GoL. The objectives of this study are twofold and aimed at 1) using deep-towed multichannel seismic data to capture the internal structure of the mass-wasting products previously imaged as seismically transparent or chaotic intervals in conventional seismic data; 2) using multidisciplinary dataset to analyse the basal surfaces of slope failures in the GoL. For the first time, the newly-acquired SYSIF data show in unprecedented detail the internal structure of mass-transport deposit along with small-scale slope failures. We present here an example of a failure that consists of slide blocks, folded and faulted strata with remnant stratigraphy previously associated with a transparent or chaotic facies in the conventional reflection seismic data. The combination of deep-towed seismic and sedimentological data, as well as in-situ measurements allowed us to analyse and characterize the nature of the basal surface of the slope failures in greater detail. We show that the basal surfaces of the recurring slope failures mainly consist of fine-grained clay-rich sediments as compared to turbiditic sequences typical of Rhone turbiditic system. Such observations suggest that greater degree of lithological heterogeneity in sedimentary strata promotes slope failure in the GoL, most likely related to higher liquefaction potential of coarser-grained material, excess pore pressure and possibly resulting variation in sediment strength.

How to cite: Badhani, S., Cattaneo, A., Colin, F., Marsset, B., Urgeles, R., Leroux, E., Dennielou, B., Rabineau, M., and Droz, L.: Imaging seafloor instabilities using very high-resolution deep-towed multichannel seismic data in the Gulf of Lions (NW Mediterranean), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19658, https://doi.org/10.5194/egusphere-egu2020-19658, 2020.

EGU2020-18710 | Displays | NH5.6

Why is the Tuaheni Landslide Complex a spreading failure?

Morelia Urlaub, Jon Carey, Gareth Crutchley, and Joshu Mountjoy

Numerous subaqueous landslides exhibit spreading failure morphologies which are typically characterized by repetitive patterns of parallel ridges and troughs oriented perpendicular to the direction of movement. Whilst these spreading failures are commonly attributed to (i) downslope removal of material causing unloading of the temporary stable slope or (ii) significant loss of shear strength of the substratum allowing blocks of overlying sediment to detach and slide downslope, their movement rates and potential triggers remain poorly constrained. Spreading appears to be a dominant failure mechanism within the Tuaheni Landslide Complex (TLC) on the Hikurangi Subduction Margin off the coast of Gisborne, New Zealand. A combination of swath bathymetric, 2D and 3D seismic data, drilling investigations and laboratory experiments on sediments recovered from the TLC indicate that this geomorphology has been generated by translational failure. Failure could occur through episodic cycles of movement-arrest in response to either elevated pore fluid pressures or undrained loading during earthquakes. We developed numerical models that integrate this unique data set to explore the processes that lead to spreading failure and determine how large shear strains can be accommodated without accelerating to catastrophic failure. The results provide a novel approach that demonstrates how seafloor morphology can, in part, be controlled by the underlying failure processes

How to cite: Urlaub, M., Carey, J., Crutchley, G., and Mountjoy, J.: Why is the Tuaheni Landslide Complex a spreading failure?, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18710, https://doi.org/10.5194/egusphere-egu2020-18710, 2020.

EGU2020-5841 | Displays | NH5.6

Late Quaternary Tectonics vs Sedimentation history of the offshore Termini in a seismically active segment of the Northern Sicily Continental margin (Southern Tyrrhenian Sea)

Elisabetta Zizzo, Attilio Sulli, Daniele Spatola, Christian Gorini, and Maurizio Gasparo Morticelli

We investigate the tectonically active Northern Sicily Continental margin focusing on the neotectonics affecting the Offshore of Termini (Southern Tyrrhenian Sea) by using high-resolution seismic and multibeam data. The sedimentary succession along the North Sicilian Continental Margin (NSCM) represents the marine prolongation of those outcropping along the Northern Sicily coastal belt. The NSCM has been originated as a consequence of a complex interaction of compressional events, crustal thinning, and strike-slip faulting. E–W, NW–SE, and NE–SW trending, both extensional and compressional faults, with a local strike-slip component, exerted control on the morphology of the present-day shelf and coastal areas during the Pleistocene. During the Quaternary,  the tectonic as well as depositional events have strongly shaped the margin forming the actual complex geomorphic setting of the margin. We present the main results of a high resolution survey that allow to identify several features (e.g. Mass Transport Deposits and pockmarks) linked to gravitational mass movement and fluids escape processes strongly controlled by the tectonics affecting the NSCM. All over the study area, we mapped inside the Late Quaternary depositional sequence repeated and variously distributed MTDs, characterised by transparent/chaotic seismic facies, interbedded to hemipelagic deposits, with seismic facies showing subparallel seismic reflectors of the transgressive and high stand systems tracts. We infer that this MTDs have been seismically induced by earthquakes.  We estimate the recurrence times of earthquakes, by using an elaborate age-model that considers a constant sedimentation rate for the last 11.5 My, between 680 and 2200 years.

How to cite: Zizzo, E., Sulli, A., Spatola, D., Gorini, C., and Gasparo Morticelli, M.: Late Quaternary Tectonics vs Sedimentation history of the offshore Termini in a seismically active segment of the Northern Sicily Continental margin (Southern Tyrrhenian Sea), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5841, https://doi.org/10.5194/egusphere-egu2020-5841, 2020.

EGU2020-9031 | Displays | NH5.6

Submarine landslide recurrence and links to seismicity on the Gorringe Bank Seamount, Offshore Portugal

Davide Gamboa, Rachid Omira, Pedro Terrinha, and Aldina Piedade

Submarine landslides are common features occurring on the flanks of seamounts. Often triggered by earthquakes or volcanic activity, such landslides are potential generators of tsunamis that constitute a dire geohazard for coastal communities. Understanding the recurrence history and geomorphology of seamount-flanking landslides and their link to seismic triggers is crucial for tsunami hazard assessment. This work aims at revealing the recurrence history of the landslides on the Gorringe Bank and their role on regional geohazards. Morphologically, the Gorringe Bank is the largest submarine seamount in Europe, with a length of circa 180 km and a height of 5000 m. It is linked to NW-directed thrusting which led to the exhumation of upper mantle lithologies in this major bathymetric structure. Numerous landslide scars are identified on both its northern and southern flanks, yet there is limited evidence of their presence and morphology on modern bathymetric data. A wealth of 2D seismic reflection profiles from offshore Southwest Portugal is here used to analyse the occurrence, timing and morphology of landslides complexes on the northwestern flank of the Gorringe Bank. A widespread frontal landslide complex of approximate Upper Miocene age is present along the whole flank, likely associated with the main phase of uplift. However, the recurrence of expressive submarine landslides in the Plio-Quarternary sequence is generally focused towards the northern segment of the Gorringe Bank. The geographical correlation between the areas of higher landslide number and clusters of seismicity epicentres suggest a close link between the two. This has direct implications for the assessment of landslide-prone locations on the seamount and to regional tsunami hazard models applicable to the Iberian and Northern African margins.

This work is supported by the FCT funded project MAGICLAND - MArine Geo-hazards InduCed by underwater LANDslides in the SW Iberian Margin (Ref: PTDC/CTA-GEO/30381/2017),

How to cite: Gamboa, D., Omira, R., Terrinha, P., and Piedade, A.: Submarine landslide recurrence and links to seismicity on the Gorringe Bank Seamount, Offshore Portugal, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9031, https://doi.org/10.5194/egusphere-egu2020-9031, 2020.

EGU2020-11327 | Displays | NH5.6

Geotechnical properties of marine sediments in the SW Iberia Margin – Implications to marine geohazards.

Aldina Piedade, Nicole Santos, Luís Lemos, Cristina Roque, Mário Quinta-Ferreira, Inês Ramalho, and Rachid Omira

Submarine mass-failures are recognized worldwide as a potential source of marine geo-hazards. They can compromise the safety and integrity of seafloor and subsurface infrastructures through destroying offshore installations or triggering potential tsunamis. This applies to the SW Iberia Margin, where the occurrence of damaging and tsunamigenic underwater landslides were evidenced in various research works.

This work assesses the geotechnical properties of the marine sediments forming the slopes of the SW Iberia Margin and provides implications to the marine geohazard in the region. Taking advantage of the availability of the cores from previous projects and expeditions (i.e. CONDRIBER, and IODP Expedition-339), we perform conventional Triaxial laboratory tests. These tests allow determining the in-situ shear strength and stress deformation properties, pre-and post-rupture of the undisturbed sediments.

Furthermore, we present, through a landslide case-study in the SW Iberia Margin, a sensitivity analysis of the marine geohazards (sliding mass drag forces and tsunamigenesis) to the geotechnical properties of the marine sediments. We demonstrate that the geotechnical analysis is crucial for an accurate modelling of the submarine mass movements, their impact on offshore installations, and their induced tsunamis.

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: Piedade, A., Santos, N., Lemos, L., Roque, C., Quinta-Ferreira, M., Ramalho, I., and Omira, R.: Geotechnical properties of marine sediments in the SW Iberia Margin – Implications to marine geohazards., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11327, https://doi.org/10.5194/egusphere-egu2020-11327, 2020.

EGU2020-14056 | Displays | NH5.6

Sharp changes in lake-levels preconditioning seismogenic mass failures in the Dead Sea

Yin Lu, Amotz Agnon, Shmuel Marco, Revital Bookman, Nicolas Waldmann, Nadav Wetzler, Ian Alsop, Jasper Moernaut, Michael Strasser, and Aurélia Hubert-Ferrari

Subaqueous mass failures that comprise slides, slumps and debris flows are a major process that transport sediments from the continental shelf and upper slope to the deep basins (both oceans and lacustrine settings). They are often viewed together with other natural hazards such as earthquakes, and can have serious socioeconomic consequences. It is increasingly important to understand the relationship between mass failures and climate-driven factors such as changes in water-level. Despite extensive marine investigations on this topic world-wide, the relationship between changes in water-level and mass failures is still highly disputed. This is due largely to the significant uncertainties in age dating and different potential triggers and preconditioning factors of mass failure events from different geological settings. Here, we present a 70 kyr-long record of mass failure from the Dead Sea Basin center (ICDP Core 5017-1). This sedimentary sequence has been dated in high accuracy (±0.6 kyr) and has similar responses to climate forcing. Moreover, the mass failure record is interpreted to be controlled by a single trigger mechanism (i.e. seismicity).
Based on the recent detailed study on the sedimentological signature of seismic shaking in the Dead Sea center, these seismogenic mass failures (seismites) account only for a part of the whole seismites catalog, suggesting that mass failure follows only part of seismic shaking irrespective of intensities of the shaking. This is evidenced by the common absence of mass failures following the in situ developed and preserved seismites (e.g., the in situ folded layer and intraclast breccias layer) which represent different intensities of seismic shaking. This feature implies that some non-seismic factor(s) must have preconditioned for the seismogenic mass failures in the Dead Sea center.
Our observations reveal decoupling between change in sedimentation rates and occurrence probability of these seismogenic mass failures, thus suggesting that a change in sedimentation rate is not the preconditioning factor for the failure events. While 79% of seismogenic mass failure events occurred during lake-level rise/drop in contrast to 21% events occurred in the quiescent intervals between. Our dataset implies that seismogenic mass failures can occur at any lake-level state, but are more likely to occur during lake-level rise/drop due to the instability of the basin margins. In addition, the seismogenic mass failures occurred more frequently during glacials (characterized by highstand and high-amplitude lake-level changes) than during interglacials, as a result of the morphologic characteristics of the lake margin slopes and different lithologies (e.g. halite) influences which are both connected to the glacial-interglacial lake-level changes.

How to cite: Lu, Y., Agnon, A., Marco, S., Bookman, R., Waldmann, N., Wetzler, N., Alsop, I., Moernaut, J., Strasser, M., and Hubert-Ferrari, A.: Sharp changes in lake-levels preconditioning seismogenic mass failures in the Dead Sea, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-14056, https://doi.org/10.5194/egusphere-egu2020-14056, 2020.

EGU2020-19799 | Displays | NH5.6

Bayesian back analysis for dynamic CPTu strain-rate correction.

Stefano Collico, Sylvia Stegmann, Achim Kopf, Marcos Arroyo, and Marcelo Devincenzi

Dynamic Cone Penetration test (CPTu) is a cost and time efficient way of collecting in situ geotechnical parameters (i.e. cone tip resistance, sleeve friction and total pore pressure) of near-surface marine sediments for submarine slope stability analysis. Conventional-established correlation for geotechnical parameters estimation from CPTu are built on static CPTu data, requiring correction of dynamic CPTu sounding records mainly due to strain-rate effects (i.e. increasing of soil resistance due to the increase of applied strain-rate). Empirical correlations have been proposed to overcome this issue, nevertheless, their application requires the quantification of correlation’s coefficients for which no general regression has been derived yet, arising strong uncertainty in data conversion and consequently geotechnical parameter prediction. Moreover, dynamic CPTu parameters are also uncertain due to their inherent variability and instrument precision. In this framework, this study proposes a multivariable Bayesian back-analysis for probabilistic conversion of dynamic CPTu parameters into static CPTu profile. Inherent variability of soil properties, instrument measurements error and uncertainty introduced by correlations used are modeled as random variables and updated within a Bayesian framework. Equivalent samples are randomly generated from established proposal distributions and integrated with parameter’s prior knowledge through a hybrid Markov-chain MonteCarlo procedure. The proposed approach is tested for 20 dynamic CPTu tests, characterized by different impact velocities, performed at Trondheim Fjord. The method applied aims to provide an improvement of strain rate correction with respect traditional data conversion. Preliminary results well match with ones computed from back-calculation employing both static and dynamic CPTu profiles. Results should be further validated for mechanical soil delineation and geotechnical parameters prediction from CPTu.

How to cite: Collico, S., Stegmann, S., Kopf, A., Arroyo, M., and Devincenzi, M.: Bayesian back analysis for dynamic CPTu strain-rate correction., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19799, https://doi.org/10.5194/egusphere-egu2020-19799, 2020.

EGU2020-15909 | Displays | NH5.6

Sediment failure of St. Pierre Slope: new insights of failure mechanisms and slope instability due to the 1929 Grand Banks Earthquake

Irena Schulten, David Mosher, David Piper, Sebastian Krastel, and Kevin MacKillop

The 1929 Grand Banks submarine landslide was triggered by a Mw 7.2 strike slip earthquake on the southwestern Grand Banks of Newfoundland. Studies following the event by several decades were the first to recognize that slope failure can cause tsunamis. These studies identified St. Pierre Slope as the main failure area and showed widespread, shallow (<25 m-thick), translational and possibly retrogressive sediment failures occurred predominately in >1700 m water depth (mwd). It seems unlikely this style of failure in deep water generated a tsunami that had >13 m of run-up along the coast of Newfoundland. The objective of this study is to identify possible alternative tsunami source mechanisms and pre-conditioning factors that may have led to sediment instability. These objectives are addressed using a comprehensive data set of multiscale 2D seismic reflection, multibeam swath bathymetry and laboratory geomechanical test data. Results show numerous reflection offsets within the Quaternary section of the slope underneath modern seafloor escarpments (750-2300 mwd).  These offsets appear down to 550 m below seafloor (mbsf) and are interpreted as low angle (~17°), planar-normal faults of <100 m-high vertical and ~330 m of horizontal displacement. The faults are interpreted as part of a massive (~560 km³) complex slump with evidence for multiple décollements (250 mbsf & 400-550 mbsf) and slumping in at least two directions. Infinite slope stability analysis using peak ground acceleration (PGA) indicates that a combination of earthquake loading and the presence of geomechanical weak layers are needed to explain the slope failure. At St. Pierre Slope, the analysis of sediment cores shows that geomechanical weak layers form as a consequence of underconsolidation in connection with excess pore pressures that are related to: 1) high sedimentation rates, 2) instantaneous deposition of mass transport deposits (MTD’s) and sandy turbidites, and 3) the presence of gas. The décollements of the slump are associated with MTD’s and sediment waves that likely form weak layers. The layers of sediment waves are assumed to consist of sorted silts or fine sands and are therefore likely to be susceptible to excess pore pressure development during earthquake loading. Excess pore pressure development results in reduced effective stress and higher potential for instability. It is interpreted, therefore, that the 1929 earthquake triggered displacement of a 550 m-thick slump with ~100 m of vertical seafloor displacement. This instantaneous displacement of the slump in 750 mwd with a seafloor volume displacement of 70 to 130 km² is likely a more effective source for tsunami generation than the translational, shallow (<25 m) failures in deeper water.

How to cite: Schulten, I., Mosher, D., Piper, D., Krastel, S., and MacKillop, K.: Sediment failure of St. Pierre Slope: new insights of failure mechanisms and slope instability due to the 1929 Grand Banks Earthquake , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-15909, https://doi.org/10.5194/egusphere-egu2020-15909, 2020.

EGU2020-7973 | Displays | NH5.6

Characterization of recent deep-sea debrites in the Eastern Mediterranean based on foraminiferal taphonomy

Oded Katz, Leeron Ashkenazi, Shani Sultan-Levi, Sigal Abramovich, Ahuva Almogi-Labin, and Orit Hyams-Kaphzan

It is hypothesized that submarine transport of sediments down a continental slope induce physical disintegration of pristine (non-broken) foraminifera shells, and thus mass transport deposits should include a significant percentage of fragmented shells. To validate this hypothesis, we studied two gravity-cores from the Eastern-Mediterranean continental slope, offshore Israel: AM113 sampled within a landslide lobe at 848 m water depth, and AM015 located away from a landslide at 1080 m. At least one interval, ~0.5 m thick, of massive sediments hosting mud-clasds (i.e. debrite) was identified within each core. The timing of these debrites, based on biostratigraphy, oxygen isotopes and total organic carbon data, predates sapropel S1 in both cores and is contemporaneous (AM113) or slightly predates (AM015) the most recent deglaciation.

We found a noticeable increase in benthic and planktic foraminiferal shells fragmentation through the last deglaciation and up to the base of S1. This strongly-fragmented sequence is located in the debrite of AM113 but it is overlaying the debrite of AM015. Accordingly, we suggest two possible mechanisms for the increased fragmentation of foraminiferal shells in both cores: Sediment transport and turbulence related to submarine mass-transport events, or geochemical changes in the lower water column properties at the transition from MIS-2 to the Holocene.

How to cite: Katz, O., Ashkenazi, L., Sultan-Levi, S., Abramovich, S., Almogi-Labin, A., and Hyams-Kaphzan, O.: Characterization of recent deep-sea debrites in the Eastern Mediterranean based on foraminiferal taphonomy, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7973, https://doi.org/10.5194/egusphere-egu2020-7973, 2020.

EGU2020-10289 | Displays | NH5.6

Slow build-up of turbid currents triggered by a moderate earthquake in the Sea of Marmara

Pierre Henry, M Sinan Özeren, Nurettin Yakupoğlu, Ziyadin Çakir, Emmanuel de Saint-Léger, Olivier Desprez de Gésincourt, Anders Tengberg, Cristèle Chevalier, Christos Papoutsellis, Nazmi Postacıoğlu, Uğur Dogan, and M Namik Çağatay

Earthquake-induced submarine slope destabilization is known to cause debris flows and turbidity currents. These also interact with currents caused by tsunami and seiches resulting in deposits with specific sedimentological characteristics, turbidite-homogenites being a common example. Data on the deep-sea hydrodynamic events following earthquakes are, however, limited. An instrumented frame deployed at the seafloor in the Sea of Marmara Central Basin recorded some of the consequences of a magnitude 5.8 earthquake that occurred Sept 26, 2019 at 10-12 km depth without causing any significant tsunami. The instrumentation comprises a Digiquartz® pressure sensor recording at 5 s interval and a 1.9-2 MHz Doppler recording current meter set 1.5 m above the seafloor and recording at 1-hour interval. The device was deployed at 1184 m depth on the floor of the basin near the outlet of a canyon, 5 km from the epicenter. Chirp sediment sounder profiles indicate a depositional fan or lobe is present at this location. The passing of the seismic wave was recorded by the pressure sensor, but little other perturbation is recorded until 25 minutes later when the instrument, probably hit by a mud flow, tilts by 65° in about 15 seconds. Over the following 10 hours the tilted instrument records bursts of current of variable directions. The last burst appears to be the strongest with velocities in the 20-50 cm/s range, causing enough erosion to free the device from the mud and allowing the buoyancy attached to the upper part of the frame to straighten it back to its normal operation position. Then, the current, flowing down along the canyon axis, progressively decays to background level (≈2 cm/s) in 8 hours. Doppler signal backscatter strength is a proxy for turbidity, sensitive to sand-size suspended particles. Signal strength increased to high values during the event (max -7.6 dB from a background value of -40dB) and decayed over the next three days. These observations show that even a moderate earthquake can trigger a complex response involving mud flows and turbidity currents. We infer simultaneous slope failures at various locations may produce complex current patterns and cause build-up of kinetic energy over several hours.

How to cite: Henry, P., Özeren, M. S., Yakupoğlu, N., Çakir, Z., de Saint-Léger, E., Desprez de Gésincourt, O., Tengberg, A., Chevalier, C., Papoutsellis, C., Postacıoğlu, N., Dogan, U., and Çağatay, M. N.: Slow build-up of turbid currents triggered by a moderate earthquake in the Sea of Marmara, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10289, https://doi.org/10.5194/egusphere-egu2020-10289, 2020.

EGU2020-21034 | Displays | NH5.6

Testing the veracity of turbidite paleoseismology using the Kaikōura earthquake-triggered turbidite, New Zealand

Alan Orpin, Jamie Howarth, Katherine Maier, Scott Nodder, and Lorna Strachan

To better understand earthquake reoccurrence and hazard, records of ancient earthquakes spanning millennia are routinely generated using seabed turbidite deposits, inferred to be synchronously triggered by strong ground motions over large geographic areas. However, the use of turbidites for paleoseismology is underpinned by untested hypotheses due to the dearth of verified earthquake-triggered turbidite deposits produced by well-characterised earthquakes. The aim of a RV Tangaroa voyage in October 2019 was to use the unique opportunity provided by the widespread and documented occurrences of the 2016 Mw7.8 Kaikōura earthquake-triggered turbidite to determine whether synchronous turbidite deposition can be reconstructed from the sedimentary record alone. Our presentation will summarise insights gleaned from precision short cores and high-resolution sub-bottom profiles collected along and across the axis of submarine canyons that preserve turbidite deposits triggered by the Kaikōura earthquake. Planned detailed laboratory characterisation of the turbidites will include high-resolution core imaging, texture, densitometry, down-core physical properties and geochemical characterisation combined with radioisotope-derived chronology. Through repeat coring at historical sites and future coring campaigns we hope to also quantify the impact of biological mixing on the Kaikōura event deposit to determine its likely preservation potential in the geological record. Our results have the potential to provide the first robust test of turbidite paleoseismology.

How to cite: Orpin, A., Howarth, J., Maier, K., Nodder, S., and Strachan, L.: Testing the veracity of turbidite paleoseismology using the Kaikōura earthquake-triggered turbidite, New Zealand, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21034, https://doi.org/10.5194/egusphere-egu2020-21034, 2020.

EGU2020-2407 | Displays | NH5.6 | Highlight

First direct monitoring and time-lapse mapping starts to reveal how a large submarine fan works

Peter Talling, Ricardo de Silva Jacinto, Megan Baker, Ed Pope, Maarten Heijnen, Sophie Hage, Catherina Heerema, Stephen Simmons, Claire McGhee, Sean Ruffell, Martin Hasenhündl, Ronan Apprioual, Anthony Ferrant, Morelia Urlaub, Matthieu Cartigny, Michael Clare, Daniel Parsons, Bernard Dennielou, Arnaud Gaillot, and Christine Peirce

Turbidity currents form many of the largest sediment accumulations, longest channels, and deepest canyons on our planet. These seabed sediment avalanches can be very (> 10 m/s) fast, runout for hundreds of kilometres, and break seabed cables that now form the backbone of the internet and global data transfer. It was once thought that detailed monitoring of turbidity currents in action was impractical, ensuring these flows were relatively poorly understood. However, a series of recent projects have used new approaches and technology to show how these flows can be measured in shallow water (< 2 km) settings, such as Monterey Canyon and Canadian fjords, where flows ran out for < ~50 km and had speeds of up to 8 m/s. Here we present initial results from an ambitious project to measure active flows that runout for >1,000 km to form a major submarine fan in the deep ocean. The project studies the Congo submarine canyon-channel system that extends for ~1,100 km from the mouth of the Congo River, offshore West Africa. Monitoring in 2010 at a single site in the upper Congo Canyon had previously shown that flows are active for ~30% of the time, and reach speeds of up to 3 m/s. In this new project, direct flow monitoring at 11 sites are being combined with detailed time-lapse mapping and coring of flow deposits, through a series of 4 or 5 major research cruises from 2019 to 2023. Here we present initial results from the first of these cruises (JC187) in August-to-October 2019, which placed 11 moorings with sensors at water depths of 1.6 to 5.5 km. The presentation will initially focus on the geomorphology of the channel system, and how it varies down-slope and through time. For example, it is apparent that a landslide partly blocked one location in the upper canyon in the last 20 years, causing meander bend cut-off and sediment ponding. The talk will then discuss models for how submarine channel bends evolve, and the implications for channel deposits. Recent work in sandy submarine channels suggests that they can be dominated by very fast-moving knickpoints (waterfall like features). However, the much muddier Congo channel displays well-developed meander bend bars for which cores are available. We therefore start to show how muddy deep-sea channels may differ in significant ways from their sandier cousins in shallow water. 

How to cite: Talling, P., de Silva Jacinto, R., Baker, M., Pope, E., Heijnen, M., Hage, S., Heerema, C., Simmons, S., McGhee, C., Ruffell, S., Hasenhündl, M., Apprioual, R., Ferrant, A., Urlaub, M., Cartigny, M., Clare, M., Parsons, D., Dennielou, B., Gaillot, A., and Peirce, C.: First direct monitoring and time-lapse mapping starts to reveal how a large submarine fan works, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2407, https://doi.org/10.5194/egusphere-egu2020-2407, 2020.

NH5.7 – Marine geophysical tools applied to active tectonics: fault characterization as input for hazard assessment

EGU2020-14636 | Displays | NH5.7 | Highlight

Imaging the megathrust in subduction zones: lessons from Greece, Ecuador and the Lesser Antilles

Mireille Laigle, Hans Agurto-Detzel, Anne Bécel, Milton Boucard, Caroline Chalumeau, Philippe Charvis, Jean-Xavier Dessa, Audrey Galve, Maria-José Hernandez, Sara Hussni, Frauke Klingelhoefer, Heidrun Kopp, Muriel Laurencin, Jean-Frédéric Lebrun, Boris Marcaillou, François Michaud, Michele Paulatto, Alessandra Ribodetti, Maria Sachpazi, and Laure Schenini

Understanding the physical parameters and processes that control the seismogenic behavior of subduction zones megathrust faults remains one of the outstanding challenges in Earth Sciences.

Here we present important results from several large seismic experiments aimed at addressing this question. These experiments focused on the three subduction zones off Greece, the Lesser Antilles islands, and Ecuador, with different convergence rates and seismic activities. Surveys included multibeam bathymetry, multichannel reflection seismic (MCS) and wide-angle seismic (WAS) acquisitions over the forearc domain, as well as teleseismic receiver-functions and local earthquakes monitoring with temporary deployments of seismological networks.

Our results demonstrate the needs of both dense and extensive geophysical investigations.

In the central Lesser Antilles subduction zone, the interplate has been imaged down to the backstop at 12-15 km depth over the 350-km-long Antigua to Martinique islands segment. The outer forearc crust is strongly faulted in response to the two subducting Tiburon and Barracuda ridges (SISMANTILLES1-and-2 surveys). Two WAS profiles constrained the deeper geometry of the interplate down to the forearc Moho located at 28 km depth (TRAIL survey). The OBS networks deployed over several months (OBSANTILLES and OBSISMER surveys) revealed mantle wedge supraslab earthquakes and M4-5 possible repeaters with flat-trust mechanisms. The joint active-source/local earthquake seismic tomography let us to unveil the Vp and Vp/Vs heterogeneity along the slab surface and derive unprecedented constraints on multi-stage fluid release from subducting slow-spread oceanic lithosphere. Farther northwest, where the convergence obliquity strongly increases, we constrained the geometry of the interplate down to the forearc Moho at 25 km depth. Strain partitioning localizes on inherited major structures within the forearc domain, like the left-lateral partitioning system of the Anegada Passage and the 850-km-long Bunce fault, located along the backstop (ANTITHESIS survey).

On the southwestern Hellenic subduction zone, MCS and WAS acquisitions highlight the existence of an outer forearc crust beneath the forearc Matapan Trough, but its highly complex structure prevented us to image the interplate (ULYSSE survey). Acquisition by the R/V Marcus Langseth with its 8-km-long streamer finally made it possible (SISMED survey). Dense receiver-function acquisition on a 300-km-long mobile seismic network constrained the 3D geometry of the slab top underneath central Greece. This imaging revealed that the subducting oceanic crust and backstop updip limit are segmented by 9 trench-normal subvertical faults, seismically active at intermediate depths and possibly of inherited origin (THALES WAS RIGHT survey).

South of the 1906 M8.8 Ecuador-Columbia rupture area, the April 2016 Mw7.8 Pedernales subduction earthquake and its ensuing postseismic phase revealed a combination of seismic/aseismic slip behavior. Fluid-enriched parts of the megathrust fault and structural margin segmentation are hypothesized to play a major role in controlling slip behavior but direct observations are still lacking. Previous MCS acquisitions revealed very locally a fluid-rich subduction channel along with severe damage effect of the forearc margin due to seamounts subduction (SISTEUR survey). Forthcoming 3D seismic acquisition along this segment will examine the impact of the along-strike and along-dip variations of the physical properties and fluid content on the slip mode (HIPER survey).

How to cite: Laigle, M., Agurto-Detzel, H., Bécel, A., Boucard, M., Chalumeau, C., Charvis, P., Dessa, J.-X., Galve, A., Hernandez, M.-J., Hussni, S., Klingelhoefer, F., Kopp, H., Laurencin, M., Lebrun, J.-F., Marcaillou, B., Michaud, F., Paulatto, M., Ribodetti, A., Sachpazi, M., and Schenini, L.: Imaging the megathrust in subduction zones: lessons from Greece, Ecuador and the Lesser Antilles, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-14636, https://doi.org/10.5194/egusphere-egu2020-14636, 2020.

The Israeli continental slope is dissected by numerous thin-skinned normal faults, deforming the Pliocene-Quaternary section. This extensional faulting is caused by subsurface deformation of the Messinian salt underlying Pliocene rocks. It began in the early Gelasian, at 2.6 Ma, and it is still active today, as indicated by the ruptured seabed. High-resolution bathymetric data reveal shore-parallel seabed steps reaching heights of a few tens of meters. Considering that since the beginning of faulting the average sedimentation rate (100-400 m/My) exceeds the displacement rate (50-100 m/My), the presence of numerous unburied fault scarps indicates seismic ruptures rather than slow creep. For example, considering recent sedimentation rates as measured in seabed cores (5 cm/ka = 50 m/My), if an earthquake produces a 5-m-high fault scarp, it would take about 100 ky to bury it. These preliminary considerations highlight the importance of hazard assessment for seabed infrastructures.

The recent development of gas fields offshore Israel, as well as the increasing number of planned infrastructures on the seafloor requires a risk assessment, geohazard management, and particularly accurate mapping of faults. Unlike onshore geohazard management, there is no statutory fault map for offshore Israel. Moreover, 'active' and 'potentially active' faults in the offshore area are still not defined. The purpose of this study is to prepare a fault map and discuss criteria for defining the level of fault activity in the marine environment. To accomplish this goal, we use high-resolution bathymetric data and 3D seismic surveys, allowing 3D mapping of faults much better than usually possible onshore.

For bathymetry, we developed an algorithm, which automatically calculates the height of fault scars along predefined segments. Results indicate higher faults scarps in the north, consistent with extension measurement and steepness of the continental slope that also increases northward. A 3D mapping of fault planes shows that (1) many small faults at the seabed are actually segments of a major fault. This allows reducing the total number of faults to a few large ones. (2) A significant fault can be hidden below the surface with no bathymetric expression. (3) The structure of a seismic reflector dated to 350 ka emphasizes areas with greater recent activity much better than the best available bathymetric data. This allows a quick way to focus on hazardous areas. The next stage of the research will be to measure the area of fault planes and calculate potential earthquake magnitudes. Altogether, we point out the advantage of 3D seismic mapping for geohazard assessment.

How to cite: Laor, M. and Gvirtzman, Z.: Geohazard assessment of submarine salt-related thin-skinned faults: Levant Basin, offshore Israel, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-305, https://doi.org/10.5194/egusphere-egu2020-305, 2020.

EGU2020-13362 | Displays | NH5.7

Revealing the earthquake history during the last 200 ka on a large submarine strike-slip fault: The Yusuf Fault System (Alboran Sea)

Hector Perea, Eulàlia Gràcia, Stefanie Almeida, Laura Gómez de la Peña, Sara Martínez-Loriente, and Rafael Bartolomé

The NW-SE convergence (4-5 mm/yr) between the African and Eurasian plates controls the present-day crustal deformation in the Alboran Sea (westernmost Mediterranean). Although seismic activity is mainly characterized by low to moderate magnitude events, large and destructive earthquakes (I > IX) have occurred in this region (i.e., 1522 Almeria, 1790 Oran, 1910 Adra, 1994 and 2004 Al-Hoceima or 2016 Al-Idrissi earthquakes). The identification and the seismogenic characterization of the active structures in the Alboran Sea using ultra high-resolution (UHR) geophysical data is essential to evaluate better the exposure of the South Iberian Peninsula and North African coasts to related natural hazards (i.e., large earthquakes and related tsunamis and triggered landslides). During the SHAKE cruise, the Asterx and Idefx AUVs (Ifremer, france) were used to acquire UHR bathymetric (1m grid) and seismic (cm vertical resolution) data across the main active faults systems in the Alboran Sea with the aim to carry out sub-aqueous paleoseismological studies. One of the studied active structures has been the Yusuf Fault System (YFS), a dextral strike-slip system that is one of the largest structures in the Alboran Sea and a lithospheric boundary between different crustal domains: the East Alboran Basin to the north and the North African Margin to the south. It trends WNW-ESE, is ~150 km-long and can be divided into two main segments (W and E), producing the formation of a pull-apart basin where both overlap. The analysis of the UHR geophysical dataset reveals that in the imaged area this system is a complex structure composed by an array of strike-slip faults. Most of them reach up and offset the seafloor and the upper Pleistocene to Holocene sedimentary units. The results of the on-fault paleoseismological analyses reveal that the YFS may have generated at least 8 earthquakes in recent times. Although a detailed on-site geochronology is not available, a regional chronostratigraphic correlation have allowed estimating that the events have occurred during the last 200 ka, then providing an average recurrence interval of 27.5 ka. The estimated average vertical offset is about 0.64 m while the vertical slip-rate would be around 0.03 mm/yr. However, this value needs to be considered as a minimum since YFS is predominantly a strike-slip fault and the lateral slip will be much larger than the vertical one. According to different empirical relationships, the YFS could produce earthquakes above magnitude Mw 7.0. Finally, our results demonstrate that detailed geomorphological, active tectonic and paleoseismological studies are essential to reveal the present-day activity and to characterize the seismic behavior of the YFS, with crucial implications for seismic (and tsunami) hazard assessment in the surrounding coastal areas.

How to cite: Perea, H., Gràcia, E., Almeida, S., Gómez de la Peña, L., Martínez-Loriente, S., and Bartolomé, R.: Revealing the earthquake history during the last 200 ka on a large submarine strike-slip fault: The Yusuf Fault System (Alboran Sea), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13362, https://doi.org/10.5194/egusphere-egu2020-13362, 2020.

EGU2020-2249 | Displays | NH5.7

Deep crustal structure in the Taiwan-Ryukyu arc-trench system junction area: determined from gravity modeling

Wen-Bin Doo, Hsueh-Fen Wang, Yin-Sheng Huang, Chung-Liang Lo, Shiou-Ya Wang, and Hao Kuo-Chen

Arc-continent collision and post-orogenic extension are both currently in progress in different parts of the Taiwan mountain belt. In particular, the junction of eastern Taiwan and the southernmost Ryukyu arc-trench system is a complex tectonic region where the Philippine Sea Plate (PSP) changes from overriding the Eurasian Plate (EUP) to subducting beneath the EUP. The Taiwan Integrated Geodynamic Research (TAIGER) program collected two wide-angle and multi-channel seismic transects (T5 and T6) across the Taiwan mountain belt and the western end of the Ryukyu arc-trench system, which provide good constraints on the seismic velocity structure of the crust. However, due to the resolution problems, the detailed deep structures are not fully understood, especially offshore eastern Taiwan and in the southernmost Ryukyu fore-arc area, where seismic activity is frequent. In this study, we perform 2-D gravity modeling along these two P-wave (Vp) transects, which not only helps to reduce the non-unique problem but also provides a possible solution for the deeper structures where the velocity model is not well constrained. Conversion of the P-wave velocity to density allows us to model the gravity anomaly and then provide a likely density model for the study area. Gravity modeling along profile T5 shows relatively high-density (3.10 g/cm3) material beneath eastern Taiwan under the Longitudinal Valley between the Central Range and the Coastal Range. The source of this high-density material could be serpentinized mantle, with serpentinization caused by the dehydration of the subducting Eurasian Plate. Along profile T6, the revised density model indicates that the subducting Gagua Ridge has a deep crustal root and extends northward to the Ryukyu fore-arc area.

How to cite: Doo, W.-B., Wang, H.-F., Huang, Y.-S., Lo, C.-L., Wang, S.-Y., and Kuo-Chen, H.: Deep crustal structure in the Taiwan-Ryukyu arc-trench system junction area: determined from gravity modeling, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2249, https://doi.org/10.5194/egusphere-egu2020-2249, 2020.

EGU2020-10340 | Displays | NH5.7

Frontal accretionary wedge structure from seismic reflection imaging in the Lesser Antilles, Guadeloupe-Antigua sector

Lianjun Li, Hélène Carton, Nathalie Feuillet, Gaëlle Bénâtre, and Yaocen Pan

The Lesser Antilles Subduction Zone (LASZ), forming the plate boundary between North and South American plates and the Caribbean plate, has not produced any recent large instrumentally recorded thrust earthquake. The 1843 earthquake event (~Mw 8.5) located offshore Guadeloupe is possibly subduction thrust related. Previous studies in the north-central LASZ based on active source seismic data have examined the overall configuration of the forearc domain, especially the geometry of the backstop and effect of subducted oceanic ridges. However, the detailed architecture of the accretionary wedge is still poorly known, as are wedge structures like splay faults that may host slip during future megathrust ruptures. In this study, we use selected re-processed deep multichannel seismic (MCS) profiles from the SISMANTILLES surveys (2001, 2007) and higher-resolution MCS profiles from the CASEIS survey (2016) complemented by a bathymetric data compilation. Analysis of this combined dataset yields a more comprehensive characterization of the accretionary wedge offshore Guadeloupe and reveals features that had not been previously described in this area.

The time-domain seismic data processing sequences was performed on selected MCS profiles from the SISMANTILLES surveys (profiles H, I and K) to mitigate the strong background noises and the ringy effect from the single-bubble air-gun source. The reprocessed images clearly show the presence of arcward-dipping splay faults extending from décollement to the seafloor. The most prominent one roughly delineates a boundary between the more topographically elevated inner wedge and the less-elevated frontal domain of the accretionary wedge. We estimate an along-strike (N-S) extent of ~168 km for the identified splay faults, between 16°12′N and 17°21′N; their northward continuation is then disturbed by the subducting Barracuda Ridge. In the vicinity of the northern flank of the Barracuda Ridge, landward of the deformation front, we observe a duplex-type structure above the décollement. Its geometry is reminiscent of the initial stage of the development of underplating duplexes as observed in analog models. We suggest that the evolution of such underplating basal duplex may result from the increase in friction due to the subduction of Barracuda Ridge and the increase in sedimentary loading on its northern flank. This observation highlights the complex role played by the Barracuda Ridge on the shaping and deformation of the frontal prism.

How to cite: Li, L., Carton, H., Feuillet, N., Bénâtre, G., and Pan, Y.: Frontal accretionary wedge structure from seismic reflection imaging in the Lesser Antilles, Guadeloupe-Antigua sector, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10340, https://doi.org/10.5194/egusphere-egu2020-10340, 2020.

EGU2020-10732 | Displays | NH5.7

Main active structures in the Barbados accretionary wedge of the Lesser Antilles Subduction: implications for slip partitioning

Gaëlle Bénâtre, Nathalie Feuillet, Hélène Carton, Eric Jacques, and Thibaud Pichot

At the Lesser Antilles Subduction Zone (LASZ), the American plates subduct under the Caribbean plate at a slow rate of ~2 cm/yr. No major subduction megathrust earthquakes have occurred in the area since the 1839 and 1843 historical events, and the LASZ is typically considered weakly coupled. At the front of the LASZ, the Barbados accretionary wedge (BAW) is one of the largest accretionary wedges in the world. The width of the BAW decreases northward, owing to the increasing distance to the sediment source (Orinoco river) and the presence of several aseismic oceanic ridges, in particular the Tiburon ridge, that stops sediment progression. Marine geophysical studies conducted to date over the northern part of the BAW (Guadeloupe-Martinique sector) have mostly focused on resolving the geometry of the backstop. However, the structure of the wedge and the mechanical behavior of the subduction interface remain poorly known. Our study aims to describe the geometry of the BAW by a detailed morpho-tectonic analysis in order to place constraints on present and past dynamic interactions between the subducting and overriding plates.

New high-resolution bathymetric data (gridded at 50 meters), CHIRP data and 48-channels seismic reflection profiles were acquired over the BAW in the Guadeloupe-Martinique sector during the CASEIS cruise (10.17600/16001800) conducted in 2016 with the IFREMER vessel N/O Pourquoi Pas? We present results from the analysis of these new data, complemented by existing bathymetry and seismic reflection data acquired by several previous cruises, with an emphasis on the inner wedge domain. The data reveal a 180 km-long linear structure between 15°15’N and 16°45’N latitude, imaged as a positive flower structure on several CASEIS seismic reflection profiles. We interpret this structure as a strike-slip fault and name it the Seraphine fault. The identification of a horse-tail structure linked to an eastward bend of the fault trace at its northern end, as well as left-stepping en échelon folds west of the Seraphine fault, allow to determine the kinematics of the fault as left-lateral strike-slip. The Seraphine fault could root at the toe of the backstop (at least in its central portion). CHIRP data show evidence of folding of recent sedimentary units that are linked to the Seraphine fault, supporting the idea of recent activity. While at odds with the low obliquity of the convergence in this area, the Seraphine fault could be the expression of slip partitioning, similarly to the Bunce fault observed father north along the LASZ where obliquity is much stronger.

How to cite: Bénâtre, G., Feuillet, N., Carton, H., Jacques, E., and Pichot, T.: Main active structures in the Barbados accretionary wedge of the Lesser Antilles Subduction: implications for slip partitioning , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10732, https://doi.org/10.5194/egusphere-egu2020-10732, 2020.

EGU2020-11029 | Displays | NH5.7

Structure of the SW Iberian Margin from Combined Wide-angle and Multichannel Seismic Reflection Data (FRAME Project)

Ricardo Correia, Manel Prada, Valenti Sallares, Irene Merino, Alcinoe Calahorrano, Luis M. Pinheiro, and César R. Ranero

The SW Iberian Margin has a complex tectonic setting and crustal structure derived from a succession of rift events related to the opening of North Atlantic and Neotethys, from the Mesozoic to the Lower Cretaceous, and subsequent compression between Africa and Eurasia from the Lower Oligocene to present. This setting led to the reactivation of pre-existing strike-slip and extensional faults enhancing the seismogenic and tsunamigenic potential of the area. Thus, understanding of lithospheric structure along the SW Iberian Margin is not only important to study the rifting evolution but also to characterize the distribution of major lithospheric-scale boundaries, currently active and potentially capable of generating great seismic events of similar magnitude to the catastrophic 1755 Lisbon tsunamigenic earthquake, with estimated MW>8.5.

To this end, we use spatially coincident wide-angle seismic (WAS) and multichannel seismic (MCS) data collected along a ~320 km-long, NW-SE trending transect across the SW Iberian margin, during the FRAME survey in 2018. WAS data were recorded with by 24 ocean bottom seismometers and hydrophones (OBS/H), deployed each ~10km, while MCS data was recorded with a 6 km-long streamer. From NW to SE, the transect runs from the Tagus Abyssal plain to the westernmost extension of the Gulf of Cadiz area, across three major thrust faults: the Marquês de Pombal fault, São Vicente fault, and Horseshoe fault.

We applied joint refraction and reflection travel-time tomography using a combination of WAS refractions and reflections and MCS reflections to invert for the 2D P-wave velocity structure of the crust and uppermost mantle, and the geometry of the main seismic interfaces, namely the top of the acoustic basement and the Moho. The combination of WAS and MCS reflection travel-times brings a significant increase in the resolution of the tomographic model, and especially in the definition of the geometry of the inverted reflectors (i.e. top of the basement), because MCS data has a higher spatial sampling than WAS data in these shallow regions.

In the preliminary model, the Moho shallows beneath the north-eastward continuation of the Horseshoe Basin and the Gorringe Bank, coinciding with the location of the three major thrust faults mentioned before, and defining three major crustal blocks along the model. Further analysis of deep seismic phases from WAS records should provide additional information on the geometry and extent of these three major thrust faults.

How to cite: Correia, R., Prada, M., Sallares, V., Merino, I., Calahorrano, A., M. Pinheiro, L., and R. Ranero, C.: Structure of the SW Iberian Margin from Combined Wide-angle and Multichannel Seismic Reflection Data (FRAME Project), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11029, https://doi.org/10.5194/egusphere-egu2020-11029, 2020.

EGU2020-7608 | Displays | NH5.7

Evolution of tear faults in subduction zones: an analogue modelling perspective

Nicolò Bertone, Lorenzo Bonini, Roberto Basili, Anna Del Ben, Francesco Emanuele Maesano, Mara Monica Tiberti, and Gian Andrea Pini

Tear faults are common structures in subduction zones, especially at slab edges, where they origin from differential forces applied to a subducting slab in areas close to the trench. Presence and geometry of tears have been sometimes inferred from bathymetric features, suggesting the abrupt lateral termination of the subduction zone.

Differential forces acting at the subduction boundaries can be related to different mechanisms, such as slab retreat, differential velocities along plate margins, complex mantle flow, differential lateral rheology. As a result, plates down-warp and tear in a scissor-like motion, with both strike-slip and dip-slip kinematics.

The goal of this work is to gain insights into the evolution of tear faults by adopting an analogue modelling approach and comparing the results with natural cases. In particular, we focus on the bathymetric observation made in subduction zones where the upper plate accretionary wedge is not well developed. Two scenarios were considered: 1) tear faults nucleating and evolving in a homogeneous setting, i.e. without large mechanical discontinuities (e.g., Tonga subduction zone); and 2) tear faults reactivating pre-existing strike-slip faults as an analogue of transform faults (e.g., South Sandwich subduction zone).

The experimental apparatus was designed to reproduce the lateral propagation of a tear fault using two blocks: one entirely flat and the other with an inclined plane. Wet kaolin acts as the analogue of the intact rocks above a propagating tear fault.

Our results revealed different evolutionary processes: in the homogeneous setting, the tear fault generates a symmetric subsidence zone with an axis perpendicular to the fault zone and a depocenter located in the centre; in the second case, the depocenter is located in front of the fault plane and the subsidence zone is asymmetric. Both cases depict a symmetrical Gaussian shape of the displacement profile, with the maximum displacement located at the centre of the fault. However, the maximum slip (Dmax) and the fault length (L)  are both larger in the experiment involving a strong re-activation of the strike-slip fault than those in the case of the homogeneous setting.

How to cite: Bertone, N., Bonini, L., Basili, R., Del Ben, A., Maesano, F. E., Tiberti, M. M., and Pini, G. A.: Evolution of tear faults in subduction zones: an analogue modelling perspective, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7608, https://doi.org/10.5194/egusphere-egu2020-7608, 2020.

EGU2020-20061 | Displays | NH5.7 | Highlight

Active deformation evidence in the offshore of western Calabria (southern Tyrrhenian Sea) from ultra-resolution multichannel seismic reflection data: results from the Gulf of Sant'Eufemia

Fabrizio Pepe, Mor Kanari, Pierfrancesco Burrato, Marta Corradino, Henrique Duarte, Luigi Ferranti, Carmelo Monaco, Marco Sacchi, and Gideon Tibor

An ultra-resolution, multichannel seismic reflection data set was collected during an oceanographic cruise organised in the frame of the “Earthquake Potential of Active Faults using offshore Geological and Morphological Indicators” (EPAF) project, which was founded by the Scientific and Technological Cooperation (Scientific Track 2017) between the Italian Ministry of Foreign Affairs and International Cooperation and the Ministry of Science, Technology and Space of the State of Israel. The data acquisition approach was based on innovative technologies for the offshore imaging of stratigraphy and structures along continental margins with a horizontal and vertical resolution at decimetric scale. In this work, we present the methodology used for the 2D HR-seismic reflection data acquisition and the preliminary interpretation of the data set. The 2D seismic data were acquired onboard the R/V Atlante by using an innovative data acquisition equipment composed by a dual-sources Sparker system and one HR 48-channel, slant streamers, with group spacing variable from 1 to 2 meters, at 10 kHz sampling rate. An innovative navigation system was used to perform all necessary computations to determining real-time positions of sources and receivers. The resolution of the seismic profiles obtained from this experiment is remarkable high respect to previously acquired seismic data for both scientific and industrial purposes. In addition to the seismic imaging, gravity core data were also collected for sedimentological analysis and to give a chronological constraint using radiocarbon datings to the shallower reflectors. The investigated area is located in the western offshore sector of the Calabrian Arc (southern Tyrrhenian Sea) where previous research works, based on multichannel seismic profiles coupled with Chirp profiles, have documented the presence of an active fault system. One of the identified faults was tentatively considered as the source of the Mw 7, 8 September 1905 seismic event that hit with highest macroseismic intensities the western part of central Calabria, and was followed by a tsunami that inundated the coastline between Capo Vaticano and the Angitola plain. On this basis, the earthquake was considered to have a source at sea, but so far, the location, geometry and kinematics of the causative fault are still poorly understood. In this study we provide preliminary results of the most technologically advanced ultra-high-resolution geophysical method used to reveal the 3D faulting pattern, the late Quaternary slip rate and the earthquake potential of the marine fault system located close to the densely populated west coast of Calabria.

How to cite: Pepe, F., Kanari, M., Burrato, P., Corradino, M., Duarte, H., Ferranti, L., Monaco, C., Sacchi, M., and Tibor, G.: Active deformation evidence in the offshore of western Calabria (southern Tyrrhenian Sea) from ultra-resolution multichannel seismic reflection data: results from the Gulf of Sant'Eufemia, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20061, https://doi.org/10.5194/egusphere-egu2020-20061, 2020.

NH6.1 – Application of remote sensing and Earth-observation data in natural hazard and risk studies

EGU2020-3434 | Displays | NH6.1 | Highlight

Large Scale Flood Damage Mapping: the case study of Romania Country

Raffaele Albano, Aurelia Sole, Salvatore Manfreda, Caterina Samela, Iulia Craciun, Ake Sivertun, and Alexander Ozunu

A large-scale flood risk analysis that properly evaluates and quantifies the three components of risk (hazard, exposure and vulnerability) is essential in order to support national and global policies, emergency operations and land use management. For example, governments can use risk information for the prioritisation of investments to implement measures for flood damage reduction, for emergency operations and for land-use policies, while reinsurance companies can improve the estimation of the flood risk-based insurance premiums.

Nevertheless, limits in time and data represent significant limitation this kind of applications: i) the significant amount of data and parameters required for the calibration and validation of traditional model; ii) the moderate/coarse resolution of data available at global scale and the sparse availability of high-resolution data that may affect the accuracy of analysis results; iii) the high cost and computational demand of hydraulic models. However, the growing availability of data from new technologies of Earth observation (EO) and environmental monitoring combined with the advances in newly developed algorithms (e.g. machine learning) have extended the range of possibilities for geoscientists, updating and re-inventing the way highly resource- and data-intensive processes, such as risk management and communication, are carried out.

The present study proposes a cost-efficient method for large-scale analysis and mapping of direct economic flood damage at medium resolution in data-scarce environments. The proposed methodological framework consists of three main stages. The first step concerns the derivation of a water depth map through a Digital Elevation Model (30m resolution)-based geomorphic method that uses supervised linear binary classification. The second step aims to realize an exposure map on the basis of a supervised land use classification through the use of a machine learning technique: the information extracted from Landsat-8 remotely sensed optical images were utilized in combination with the discontinuous (i.e. available for a few large cities in Europe) existing high-resolution Urban-Atlas land use maps in order to obtain a land-use map with a resolution of 30 m. Finally, the flood economic damage mapping was carried out using the results of the two previous steps in a GIS algorithm, developed by authors, based on the vulnerability (depth-damage) curves method. The proposed integrated framework has been tested in Romania for a 100-years return time event. The resulting map (at 30 m resolution) covers the entire Romanian territory including minor order rivers, which are often neglected in large-scale analyses.

The demonstrative application shows how the description of flood risk may particularly benefit from the integrated use of geomorphic methods, machine learning algorithms and EO freely available monitoring data. The ability of the proposed cost-efficient model to carry out high-resolution and large-scale analyses in data-scarce environments allows performing future risk assessments keeping abreast of temporal and spatial changes in terms of hazard, exposure and vulnerability.

Acknowledgement: This work was carried out during the tenure of an ERCIM ‘Alain Bensoussan’ Fellowship Programme.

How to cite: Albano, R., Sole, A., Manfreda, S., Samela, C., Craciun, I., Sivertun, A., and Ozunu, A.: Large Scale Flood Damage Mapping: the case study of Romania Country, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3434, https://doi.org/10.5194/egusphere-egu2020-3434, 2020.

EGU2020-4937 | Displays | NH6.1

The effect of the 2019 eruption on the Island of Stromboli (Aeolian Islands UNESCO site, Italy).

Agnese Turchi, Federico Di Traglia, Tania Luti, Iacopo Zetti, and Riccardo Fanti

Stromboli island (Italy) provides an outstanding record of volcanic island geomorphological evolution, and of ongoing volcanic phenomena with the example of the “Strombolian” types of eruption. The vegetation of Stromboli includes endemic species, some of which are exclusive to the Aeolian Islands. The western side of the island is characterized by olive trees that were cultivated by exploiting terraces up to high altitudes. All this makes an unique landscape, results of interaction between volcanic activity, geomorphological evolution, and traditional land management. Wildfires at the island of Stromboli are common phenomena related to the fallout of incandescent material on vegetation. Wildfires with small extensions are usually generated by explosions more intense “major” explosions, while large-scale wildfire have been triggered by larger scale activity, called “paroxysms”.

On 3rd July 2019 a paroxysm without long-term precursors has occurred, followed by lava flows from a vent localized in the SW crater area and sporadically from the NE one. Afterwards, on 28th August 2019, a new paroxysmal explosion has occurred followed by strong volcanic activity, culminating with a lava flow from the SW-Central crater area.

This study is focusing on environmental aftermath of the 2019 Stromboli eruptions. The analysis of Land Cover (LC) and Land Use (LU) changes is used to describe the impact on the environment of the island. The detection of impacted areas is mainly based on the integration of very high-spatial-resolution PLEIADES-1, moderate-spatial-resolution SENTINEL-2 satellite imagery, and field surveys. Normalized Burn Ratio (NBR), Normalized Difference Vegetation Index (NDVI), and Relativized Burn Ratio (RBR) were used to map the areas covered by fires. NBR easily allows to easily identify the areas impacted by wildfire and the degree of severity of the damage. This index is calculated on two SENTINEL-2 images acquired on different dates before and after the fire (after a not excessively high number of days, especially if the area affected by the fire consists mainly of pasture or low bush). RBR is obtained as the difference between the NBR index of the images acquired before and after the event. LC and LU classifications has involved the detection of new classes whose details have been calibrated on different reduction scales from 1:2.000 to 1:10.000, following the environmental units that made up the Strombolian landscape. New LC and LU classifications are the result of the intersection between classes of CORINE Land Cover project (CLC) and local landscape patterns. Field survey has been useful to conduce semi-structured interviews to the local population; the purpose of the social investigation was to collect detailed and direct information about damages.

The most impacted areas by tephra fallout are located in the south-western and southern part of the island, nearby the village of Ginostra. The results of multi-temporal comparison show that fire-damaged areas amount to 39% of the total area of the island. Artificial areas have not been particularly impacted (max 14% of decrease), whereas agricultural and semi-natural vegetated areas show a much more consistent decrease of 34% and 81%, respectively.

How to cite: Turchi, A., Di Traglia, F., Luti, T., Zetti, I., and Fanti, R.: The effect of the 2019 eruption on the Island of Stromboli (Aeolian Islands UNESCO site, Italy)., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4937, https://doi.org/10.5194/egusphere-egu2020-4937, 2020.

EGU2020-14957 | Displays | NH6.1 | Highlight

Coupling Hydrological Overflow Model and EO-data: Benefits on Hazard and Damage Estimation for Floods in France

Thomas Onfroy, Pierre Tinard, and Anas Nassih

Insurers have been increasingly relying on space technologies to estimate flood-related damage more accurately for the last few years. CCR has developed and applied a specific workflow on three major flood events (with losses ranging from 200 million € to 1 billion € for the French insurance market) that occurred in mainland France: Seine and Loire in May-June 2016 (from 900 million € to 1 billion €), Seine and Marne in January-February 2018 (from 180 to 220 million €) and Languedoc in October 2018 (from 250 to 300 million €). Our methodology benefits from a strong validation thanks to thousands of claims collected and geolocalised on each flooded building which is usually a missing but key point. This methodology is based on EO data and remote sensing methods from medium (20 to 30 m) to high (10 m) resolution satellite data collected by Landsat-8, Sentinel-2, and Sentinel-1. The flooded areas inferred from satellite data are combined with CCR’s physical overflow model (1) to improve loss estimation that  are shared with insurance companies operating in France and public authorities.

Raw radar images are processed with the ESA SNAP remote sensing software. A radiometric threshold is estimated to distinguish water surfaces from surfaces without water. Moreover, coherence data derived from InSAR processing (2) provide additional data to detect flooded buildings in city centers. For multispectral images, the MNDWI index (3) was selected as it allows to delineate more precisely water surfaces. Finally, a Random Forest classification has proved effective in defining the spatial distribution of the flooded areas on river basins from the learning areas integrated to the algorithm. In the confusion matrix, implemented for validation, the Kappa index (4) reaches 96.2 % with an overall accuracy of 97.7 %.

A large focus is presented on the 2016 Seine and Loire basins flood event. With a loss estimated between 900 million € and 1 billion € and over 10 000 claims, this event allowed us to validate more precisely the remote sensing methodology which we developed. Insurance indicators such as probability of detection, probability of false detection, True Skill Score for both CCR overflow model and remote sensing data model were also calculated to estimate the benefits of this methodology.

(1) Moncoulon, D. and al., 2014. Analysis of the French insurance market exposure to floods: a stochastic model combining river overflow and surface runoff. NHESS

(2) Chini, M. and al., 2019. Sentinel-1 InSar Coherence to Detect Floodwater in Urban Areas: Houston and Hurricane Harvey as a Test Case. Remote Sensing

(3) Baig, M.H.A., and al., 2013. Comparison of MNDWI and DFI for water mapping in flooding season. IEEE International Geoscience and Remote Sensing Symposium

(4) Landis and al., 1977. The Measurement of Observer Agreement for Categorical Data. International Biometric Society

How to cite: Onfroy, T., Tinard, P., and Nassih, A.: Coupling Hydrological Overflow Model and EO-data: Benefits on Hazard and Damage Estimation for Floods in France, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-14957, https://doi.org/10.5194/egusphere-egu2020-14957, 2020.

EGU2020-21831 | Displays | NH6.1 | Highlight

Approaches to minimising risk in glaciated terrain travel

Benjamin Galton-Fenzi, J Paul Winberry, Jacqueline Comery, and Geoff Wilson

With expeditions into glaciated regions on the planet becoming more commonplace there is a need to be able to make route assessments to identify potential hazards for safe operational planning. We use an example from the recently completed "the Longest Journey", a polar expedition that has broken the record for the longest solo unsupported polar journey in human history. The expedition route is in excess of 5,600 kilometres, commencing at the Russian Novolaskaya Station (Novo), to the Pole of Inaccessibility, to Dome Argus (Dome A), and returning to Novo. The estimation and provision of several derived quantities were provided along the route that included inferred crevassing potential of the, supplemented by reporting of additional terrain conditions and hazards. Here we present the route analysis and evaluation with what was actually found under field conditions with footage obtained during the traverse. We show significant success with apriori route planning can be obtained by careful analysis and expert interpretation of available data, that include satellite data based on visible and radar imagery. This approach to minimising hazard exposure can be usefully applied to other operations, including travel over remote and glaciated field locations for science and expedition purposes.

How to cite: Galton-Fenzi, B., Winberry, J. P., Comery, J., and Wilson, G.: Approaches to minimising risk in glaciated terrain travel, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21831, https://doi.org/10.5194/egusphere-egu2020-21831, 2020.

EGU2020-7617 | Displays | NH6.1

Detection and measurement of landslide deformation prior to their failure by satellite radar interferometry.

Alessandro Simoni, Benedikt Bayer, Pierpaolo Ciuffi, Silvia Franceschini, and Matteo Berti

Landslides are widespread landscape features in the Northern Apennine mountain chain and their activity frequently cause damages to settlements and infrastructures. In such context, slow-moving landslides are very common and typically affect fine-grained weathered rocks. Long periods of sustained slow-movements (cms/year) can be interrupted by rapid acceleration and catastrophic failures (ms/day) that are caused by intense rainfall events. Space-borne synthetic aperture radar interferometry (InSAR) proved effective to detect actively deforming phenomena and monitor their evolution in the periods before and after failures. We present InSAR results derived from the Sentinel 1 satellite constellation for landslide cases that underwent reactivation during 2019. In all cases, the catastrophic failures were unexpected and no ground-based monitoring data are available. We processed pre- and post-failure interferograms of SAR images acquired by Sentinel 1 A/B with time spans ranging from 6 to 24 days, removing those having low coherence by manual inspection. The conventional 2-pass technique allowed us to obtain measurements of surface displacement despite the fact that sparse to none infrastructures nor bare rock outcrops are present on the landslide bodies. Our interferograms show that surface displacements are visible well in advance of the actual failure. They display nearly continuous downslope motion with seasonal velocity changes. Time series between 2015 and 2019 shows that surface displacements can be appreciated throughout most part of the year with snow cover and summer peak of vegetation being the most notable exceptions. Distinct accelerations can be detected in space and time during the weeks and months preceding the reactivation.

We compare time-dependent deformations to precipitation patterns to explore their relationship and to document the transition from stable to unstable deformation. Our work suggests that InSAR interferometry can be successfully used to measure pre-failure displacements and detect slow-moving landslides that are more prone to reactivation in case of rainfall events.

How to cite: Simoni, A., Bayer, B., Ciuffi, P., Franceschini, S., and Berti, M.: Detection and measurement of landslide deformation prior to their failure by satellite radar interferometry., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7617, https://doi.org/10.5194/egusphere-egu2020-7617, 2020.

EGU2020-18626 | Displays | NH6.1

A case study on severe hailstorm on 27 July 2019 in the province of Styria, Austria

Satyanarayana Tani and Helmut Paulitsch

A severe hailstorm activity on 27th July 2019 created significant damage to crops in the province of Styria, Austria. The hail reports from ESWD (European Severe Weather Database) shows with maximum diameter up to 8 cm was noticed in the vicinity of the storm occurred. Total 1040 crop damage reports were claimed from the Austrian Hail Insurance System due to this severe hailstorm event. A close inspection and understanding features of severe hailstorms is helpful for hail risk assessment. The present study investigates the associated synoptic weather conditions and life cycle of the thunderstorm, and its dynamics. Further analysis carried about hail detection methods and crop hail damage assessment based remote sending and crowdsourcing data. The spatial distribution and temporal development of severe thunderstorms details extracted from radar data. The 3D radar data and storm cell tracking software used to capture the thunderstorm life cycle from the beginning to the dissipating stage. Radar-derived parameters collected for each storm cells, i.e. Duration of the storm cell, volume and area the storm cell, the cloud top height and the maximum reflectivity. Hail detection algorithms (Waldvogel and Auer) used to identify hail event period. The spatial distribution total hail kinetic energy maps prepared to capture the swath and intensity of the hail storms to classify possible crop-hail damaged areas. Hail observational data from ESWD (European Severe Weather Database) and HeDi (Hail event Data interface) and crop damage reports from the Austrian Hail Insurance System are utilised as a ground truth information.  An event-based severe hailstorm analysis help to find proper risk transfer solutions for loss adjustment.

How to cite: Tani, S. and Paulitsch, H.: A case study on severe hailstorm on 27 July 2019 in the province of Styria, Austria, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18626, https://doi.org/10.5194/egusphere-egu2020-18626, 2020.

EGU2020-22187 | Displays | NH6.1

Coastal Shoreline Extraction from Very High Resolution (VHR2) Satellite SAR Imagery

Daithí Maguire and Eugene Farrell

Shoreline vectors are extracted from TerraSAR-X imagery based on the identification of peak backscatter intensity levels. The vectors are being catalogued and analysed to assess the accuracy/suitability of SAR imagery for identifying coastal erosion hotspots and for monitoring coastal change as input to forecasting models. The technique is being developed, tested and refined using data collected from three study sites on the west coast of Ireland (Brandon Bay; Clew Bay; Galway Bay).

The shoreline vectors are extracted from both archived and tasked TerraSAR-X imagery. The extracted shorelines are being validated using a combination of: 1) panchromatic and multispectral satellite imagery (VHR1 & VHR2), 2) panchromatic and RGB aerial imagery (VHR1), 3) LiDAR data and 4) repeat DGPS field survey data. In addition, these shoreline vectors are also being compared with equivalent extractions from other very high-resolution X-band SAR imagery (Cosmo-SkyMed) and high-resolution C-band and L-band SAR imagery (RADARSAT-2, ALOS PALSAR). The spatial accuracy of the extracted shorelines from tasked acquisitions will be further assessed using temporarily installed corner reflectors at a selection of the study sites.

SAR acquisition parameters (orbit pass direction, incidence angle, polarisation) and a selection of speckle noise reduction filters (e.g. Boxcar, Frost, Lee) were evaluated to determine the optimum combination for coastal sites with different physical characteristics.

Results are presented in high-definition video format using a combination of GIS, Earth browser and 3D visualisation platforms.

How to cite: Maguire, D. and Farrell, E.: Coastal Shoreline Extraction from Very High Resolution (VHR2) Satellite SAR Imagery, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22187, https://doi.org/10.5194/egusphere-egu2020-22187, 2020.

EGU2020-7780 | Displays | NH6.1

Using RPAS derived images and LiDAR DEM's for the assessment of geomorphic changes in a cultural heritage site affected by recent landslides

Mihai Ciprian Margarint, Mihai Niculita, Mihai Cosmin Ciotina, Georgiana Vaculisteanu, Valeriu Linu-Stoilov, and Paolo Tarolli

The recent advances in the acquisition of aerial images using Remotely Piloted Aircraft Systems (RPAS) offer an efficient and low-cost solution for the assessment of geomorphologic changes in areas affected by landslides, gullies and rill erosion, river channel migration, through the creation of accurate Digital Elevation Models (DEM's). Despite many advantages of DEM's obtained through Structure from Motion (SfM) method (resources, availability, high resolution - spatial and temporal), they are suitable for reduced study areas, usually under 100-200 ha, where there is a significant intensity of geomorphic processes and where their effects threaten human assets or heritage.
This study focus on the area of Poiana Mănăstirii Thraco-Getic fortress (2550-2050 yr BP), located in the central part of Moldavian Plateau, Romania. Covering a surface of 12 ha, the fortress is surrounded by a 2-3 m high wall, with a 10 m wide base, and a 1 m deep and 4-6 m wide trench. In its southern part, the landslides destroyed these remnants, and due to the deforestation of the slope in the last 30 years, these processes recorded almost yearly reactivations. The main landslide scarp is affected by a gully system that contributes to the archaeological site degradation.
A DJI Phantom 4 Pro UAV was flown over the study area in October 2019 and acquired images with 80 % side and forward overlap at 20 MP resolution. Visual SFM open source software was used to obtain the point cloud and for georeferencing, a Ground Control Point network was measured with a Trimble GeoExplorer 6000 GPS. In order to detect and to map geomorphic changes, LiDAR point clouds (2012) were used as a reference dataset (with a spatial resolution of 0.25 m, and a vertical accuracy of 0.13 m).
A detailed map showing the changes in topography between 2012 and 2019 has been carried out, supplementing a geomorphological mapping. The most dynamic portions of the landslide are accompanied by dense micro-topographic features like secondary scarps, longitudinal and transversal cracks, which have been mapped using the ortophotoimage. The most dynamic parts of the hillslope are an earthflow, shallow and slumps along with the eastern gully system, piping sinkholes, and the main scarp gullies. The evolution of the landslides and gullies indicate that the southern part of the fortress will be affected in the near future. Alongside the identification of the most active parts of the landslide, we conclude that the entire recently deforested area must return as quick as possible to the initial land use (forest).

How to cite: Margarint, M. C., Niculita, M., Ciotina, M. C., Vaculisteanu, G., Linu-Stoilov, V., and Tarolli, P.: Using RPAS derived images and LiDAR DEM's for the assessment of geomorphic changes in a cultural heritage site affected by recent landslides, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7780, https://doi.org/10.5194/egusphere-egu2020-7780, 2020.

For the past 20 years, the ASTER and MODIS instruments on Terra have acquired thermal infrared (TIR) data of the world’s volcanoes. These observations have improved our knowledge of long-term volcanic behavior, eruption monitoring, and post-eruption change. MODIS acquires images twice per day (later doubling this after the launch of Aqua) with 1 km TIR and mid-IR resolution. The volcano data from MODIS were later organized into global automated observation programs such as MODVOLC (USA) and later MIROVA (IT). These systems continually detect and track the amount of emitted energy at each active volcano, resulting in vast databases over time that are critically important for ongoing eruptions. Unlike MODIS, ASTER is scheduled and acquires TIR data at 90 m spatial resolution nominally every 5 – 16 days depending on the latitude. This can be improved to hours with proper scheduling and orbital dependencies using its expedited data system. For the past 15 years, an ASTER program called the Urgent Request Protocol (URP) has combined the rapid detection capability of MODIS with the high resolution expedited observations of ASTER in a sensor-web approach. The URP is operated by the University of Pittsburgh in conjunction with (and the support of) the Universities of Alaska, Hawaii, Turin (IT), Clermont Auvergne (FR), and Bristol (UK) as well as the USGS, the LP DAAC and the ASTER science team. The data are used for: operational response to new eruptions; determining thermal trends months prior to an eruption; inferring the emplacement of new lava lobes; and mapping the constituents of volcanic plumes, to name a few. This ASTER TIR archive of volcanic data is now being mined to provide statistics for future TIR orbital concepts being considered by NASA. As TIR instruments get smaller and more numerous with the use of uncooled detectors, they will become CubeSat compatible and could operate in a multi-platform, sensor-web architecture. This would improve response times to volcanic crises and enable new measurements such as the global inventory of volcanic degassing, thermal precursory trends at every volcano, and active flow temperatures at the minute timescale required for predictive flow and hazard assessment models. The combined spatial, spectral and temporal resolutions of ASTER and MODIS enabled a new multi-platform, multi-scale approach to volcanic remote sensing, a model which could be greatly improved depending on future instrument/mission selections.

How to cite: Ramsey, M.: Multi-platform volcanological imaging: Two decades of thermal infrared data from the ASTER and MODIS sensors, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4274, https://doi.org/10.5194/egusphere-egu2020-4274, 2020.

EGU2020-3486 | Displays | NH6.1

Evolving hazards from Himalayan glacier lake outburst floods

Georg Veh, Daniel Garcia-Castellano, and Oliver Korup

The ongoing retreat of glaciers has formed several thousands of meltwater lakes in the Himalayas. Hundreds of these lakes have grown rapidly in area and volume in past decades, raising widely publicised concerns of an increasing hazard from sudden glacier lake outburst floods (GLOFs). Some 40 catastrophic lake outbursts have claimed thousands of fatalities and high losses in the Himalayas, mostly as a consequence of moraine-dam failures. Human and public safety along densely populated river reaches may thus be prone to changes in the lake size-distribution and the frequency of outburst floods. Yet multi-temporal inventories of Himalayan glacier lakes and associated outburst floods that we need for hazard appraisals have been collated only for selected basins with few standardised rules. Objectively tracing changes in regional GLOF hazard through time has thus remained elusive.

Here we meet this urgent demand for an improved GLOF hazard assessment. We estimate changes in the 100-year GLOF peak discharge from the late 1980s towards a scenario of completely ice-free Himalayas. We use a Random Forest model to predict land cover from seasonal Landsat images, and automatically extract glacier lakes for four time intervals. We obtain credible lake depths and volumes for each interval from a linear model learned from published bathymetric surveys. We further project possible sites for future Himalayan meltwater lakes from three published models of subglacial topography. We assume that these presently ice-covered depressions could fill completely with water though sediment and debris could decrease the storage space for future lakes. We simulate distributions of peak discharge for historic, present, and future lakes, accounting for different combinations of lake area, breach depth, and dam lithology. Most barrier types are unknown and could range from intact metamorphic bedrock to unconsolidated moraine debris. These two end members help to constrain the physically possible boundaries of GLOF peak discharges, which is supported by data from 82 natural dam breaks with known values of erodibility. To estimate the return periods of outburst floods, we used an extreme-value model to couple our simulations of peak discharge with mean annual rates of outburst floods, which remained unchanged in the Himalayas in the past three decades.

Given this constant rate of outburst floods, we report how hazard—expressed as the 100-year GLOF discharge—varied with regionally changing lake-size distributions in the past decades. We show that the southern Himalayas of Nepal and Bhutan had the largest increase of lake area, feeding notions of a rising GLOF hazard in this region. Hazard in the Western Himalaya, Karakoram, and Hindu Kush increased marginally, in line with the smallest historic abundance of glacier lakes and outburst floods. Future lake abundance and volumes may increase at least six-fold, with the largest lakes appearing in regions that have large glaciers today such as the Western Himalaya and the Karakoram. All other controls held constant, we find that hazard from these future lakes will largely rest on the erodibility of the barrier type, which needs to be acknowledged better in hazard appraisals.

How to cite: Veh, G., Garcia-Castellano, D., and Korup, O.: Evolving hazards from Himalayan glacier lake outburst floods, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3486, https://doi.org/10.5194/egusphere-egu2020-3486, 2020.

EGU2020-9320 | Displays | NH6.1

Estimation of flood risk exposure with cross fertilization between multi-platform remote sensing and census information.

Giorgio Boni, Angela Celeste Taramasso, and Giorgio Roth

Risk exposure adjournment in flood prone areas is usually limited by the unavailability of frequently updated information about urbanization and census. This limitation is produced mainly by the complexity of the long process that lead to thematic maps compliant with common product requirements.

Therefore, the mapping of exposed elements and population does not fully exploit the potential high refresh rate typical of remote sensing. This aspect may be particularly important in developing countries, where exposure may change at sub-yearly scale.

This work explores the potential of the combination of the high refresh rate of satellite night-time light products with the high precision of urban maps and census information. Target is the evaluation of the population exposure to the flood risk in urban areas.

The idea is to calibrate nightlight vs. urban density/population relations where contemporary estimations of both variables are available. These, combined with flood hazard maps, allows the estimation of the flood risk. Results will be validated using independent estimates of the population exposed to the flood risk in the same area.

Moreover, time series of nightlight products will be used to estimate the same variables at different times, demonstrating the possibility of rapid updates.

The work is based upon DMSP night-time light series, global urban footprint (GUF) maps by the German AeroSpace Center (DLR) and census data from the Italian institute of statistics (ISTAT). The independent data for the population exposed to risk are provided by the Italian Environmental Protection Agency (ISPRA).

How to cite: Boni, G., Taramasso, A. C., and Roth, G.: Estimation of flood risk exposure with cross fertilization between multi-platform remote sensing and census information., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9320, https://doi.org/10.5194/egusphere-egu2020-9320, 2020.

EGU2020-5081 | Displays | NH6.1

Sediment Deposition Volume Assessment in Tropical Regions

Sobhan Emtehani, Victor Jetten, Cees van Westen, and Dhruba Shrestha

Floods and associated landslides account for a large number of natural disasters and affect many people wherever they occur (Hong et al., 2007). Sediment-free floods are rare, and in most cases, floods carry a notable amount of sediments (Acreman, 2016). Mass movement processes also transport a huge amount of sediments within a short period (Varnes, 1978). The mobilized sediments cause significant costs and damages as soon as they reach urban or rural environments. These damages and costs include (but are not limited to) cleaning or dredging cost, damage to contents of buildings (e.g. furniture, electric appliances), and blockage of drainage and sewer systems which get filled up with sediments (Einstein, 1950; Merz et al., 2010; Rodríguez et al., 2012).

This study aims to achieve a reliable sediment deposition quantification which is useful for assessing the risk of such events. Three methods were implemented for this purpose. First, the sediment deposition height was determined through in-situ investigation and the average height was estimated. Second, the deposition surface was simulated using trend interpolation and DEM was subtracted from that to get deposition height. Third, the deposition height and extent were determined by calculating the difference in elevation using pre- and post-event drone and LiDAR flights.

Dominica has experienced sediment deposition events in the past. It is significantly vulnerable to tropical storms and hurricanes. Dominica is a mountainous island covered by tropical rainforests and located about halfway between the French islands of Guadeloupe and Martinique in the Eastern Caribbean sea (Knutson et al., 2015; Malhotra et al., 2007; Wilkinson, 2018). Hurricane Maria made landfall on this island on September 18th, 2017 and it heavily impacted the housing, transport infrastructure, tourism, agriculture, and education sectors (Dominica News Online, 2018). The intense rainfall caused flash floods, landslides, and debris flows resulting in a massive amount of sediments being deposited in urban and rural areas. The overall damages and losses are estimated at approximately USD 1.3 billion (The Government of the Commonwealth of Dominica, 2017). Dominica’s Ministry of Public Works reported that the total cost related to deposition of sediments (e.g. dredging rivers, cleaning streets and main roads, and clearing of airports and seaports)  exceeds USD 92 million which is a considerable portion of total damages and costs. This implies the significance of the risk imposed by sediment deposition.

The results of this research were compared with each other and with the findings of in-situ investigations. They indicate similar deposition heights and volumes, however, the pattern and extent of deposition are not the same. The practicality of the third method depends on the availability of data, but when data is available the outcomes provide a reliable assessment of sediment deposition volume. However, this cannot be trusted unless an in-situ investigation is performed.

How to cite: Emtehani, S., Jetten, V., van Westen, C., and Shrestha, D.: Sediment Deposition Volume Assessment in Tropical Regions, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5081, https://doi.org/10.5194/egusphere-egu2020-5081, 2020.

EGU2020-21687 | Displays | NH6.1

Spatial distribution of geomorphic changes after an extreme flash-flood compared with hydrological and sediment connectivity

Adolfo Calvo-Cases, Jorge Gago, Maurici Ruiz-Pérez, Julián García-Comendador, Josep Fortesa, Jaume Company, Beatriz Nácher-Rodríguez, Francisco J. Vallés-Morán, and Joan Estrany

An extraordinary flash-flood event occurred the 9th October 2018 in the north-eastern part of Mallorca Island. The spatial distribution of main geomorphic changes were accurately mapped through field and aerial UAV campaigns in two contrasted small headwater catchments (i.e., < 2 km2) of the Begura de Saumà River. The first one was massively covered by step terraces over Lias limestone, whilst the second one was only covered by check-dam terraces over Miocene marls.

Two weeks after the event, a UAV was used to record aerial photographs and build high-resolution digital elevation models (HR-DEM; i.e., 5 cm). Geomorphic changes were assessed comparing this HR-DEM with LiDAR-derived DEM (i.e., 25 cm resolution) obtained in 2014. The Borselli index of connectivity (IC; version of Cavalli et al., 2013) was calculated from the LiDAR-derived DEM to compare the geomorphic changes triggered by the flash-flood with the structural sediment connectivity distribution.

At hillslope scale, the HR-DEM allowed the identification of geomorphic changes, such as the initiation of rills and the wall collapse of old agricultural terraces in the terraced limestone catchment. In the main headwater valley axis of the marls catchment, where natural streams had been historically reduced and deviated with the construction of check-dam terraces, huge geomorphic changes enabled the recovering of natural streams.

The spatial distribution of the observed geomorphic changes on hillslopes was compared with the spatial patterns of sediment connectivity. Geomorphic changes elucidated a good concordance with structural connectivity, both in the location and magnitude. The analysis of these concordances and some discordances allows the identification of hydrogeomorphological factors triggering the erosional response of hillslopes.

This work was supported by the research project CGL2017-88200-R “Functional hydrological and sediment connectivity at Mediterranean catchments: global change scenarios –MEDhyCON2” funded by the Spanish Ministry of Science, Innovation and Universities, the Spanish Agency of Research (AEI) and the European Regional Development Funds (ERDF).

How to cite: Calvo-Cases, A., Gago, J., Ruiz-Pérez, M., García-Comendador, J., Fortesa, J., Company, J., Nácher-Rodríguez, B., J. Vallés-Morán, F., and Estrany, J.: Spatial distribution of geomorphic changes after an extreme flash-flood compared with hydrological and sediment connectivity, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21687, https://doi.org/10.5194/egusphere-egu2020-21687, 2020.

EGU2020-12791 | Displays | NH6.1

Multi-temporal analysis of radiance acquired by ASTER and Landsat 8 on Mt. Etna volcano

Massimo Musacchio, Valerio Lombardo, Vito Romaniello, Malvina Silvestri, Claudia Spinetti, and Maria Fabrizia Buongiorno

Temperature estimations of active lava flows are crucial to characterize volcanic eruptions and better understand their dynamic and evolution. EO data acquired by satellites, in the SWIR-TIR spectral range, allows to retrieve active lava flows temperature applying specific algorithms (e.g. TES). In particular, radiances emitted by the High Temperature targets, acquired by multispectral space sensors, represent the input parameter for temperature estimation methods; their incertitude influences the accuracy of the temperature retrieval. In the present work, a multi-temporal analysis of radiances acquired from different spaceborne imaging sensors, at several wavelengths in the SWIR-TIR spectral range, has been carried out in order to perform a cross-comparison of data and to estimate the error associated with the radiance of high temperature targets. We considered and analysed radiance data recorded by the Advanced Spaceborne Thermal Emission and Reflectance radiometer (ASTER) and the Landsat 8 Thermal InfraRed Sensor (TIRS) on Mt. Etna volcano in the last twenty years. ASTER, launched on December 1999, is mainly used to study surface temperature and emissivity with a relatively high spatial resolution; ASTER measures radiance in the Visible and Near-InfraRed (0.52-0.86 μm) and Thermal InfraRed ranges (8.12 to 11.65 μm) with a pixel size of 15 m and 90 m, respectively, and a revisit time of 16 days. Landsat 8 is the most recent satellite of NASA Landsat program launched on February 2013. Its payload consists of two sensors: the OLI (Operational Land Imager) and the TIRS with two thermal bands. Specifically, daytime acquisitions over Mt. Etna volcano by ASTER from 2011 up to now and by Landsat 8 from 2013 up to now, are considered in the present study; the channels at 10.6 μm of both instruments are mainly investigated. The goal of the study is to analyse the migration of the thermal activity on Mt. Etna summit area.

How to cite: Musacchio, M., Lombardo, V., Romaniello, V., Silvestri, M., Spinetti, C., and Buongiorno, M. F.: Multi-temporal analysis of radiance acquired by ASTER and Landsat 8 on Mt. Etna volcano, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12791, https://doi.org/10.5194/egusphere-egu2020-12791, 2020.

EGU2020-1190 | Displays | NH6.1

Integrating data from different sensors for damage assessment after a natural disaster in rural areas

Shiran Havivi, Shimrit Maman, Stanley R. Rotman, and Dan G. Blumberg

Rapid damage mapping following a disaster event is critical to ensure that the emergency response in the affected area is prompt and efficient. Amongst major disasters, earthquakes are characterized as unpredictable and of high frequency of occurrence. Previous and current studies focus mainly on the mapping of damaged structures in urban areas after an event such as an earthquake disaster. Yet, research focusing on the damage level or its distribution in rural areas is absent. According to the UN, nearly half of the world's population lives in rural areas and is expected to rise. Furthermore, their resources and capabilities for disaster relief operations are limited. Therefore, there is a great importance to assess the damage following a disaster in these areas.

The primary aim of this study is to characterize and assess the damage (level and extent), temporally and spatially, following an earthquake event, in rural settlements. This will allow producing an algorithm suitable for rural area rapid mapping, which will contribute to our understanding and will provide insights of the damage extent and will allow a better response and access to the affected regions and remote population.

For this purpose, a damage assessment algorithm that will map the damage in both urban and rural environments is proposed. This algorithm makes use of combining SAR and optical data for rapid damage mapping.

As a case study we will demonstrate this algorithm using the areas affected by the Sulawesi earthquake and subsequent tsunami event in Indonesia that occurred on 28 September 2018. High-resolution COSMO-SkyMed images pre and post the event, alongside a Sentinel-2 image pre- event are used as inputs.

The affected areas were analyzed with the SAR data using interferometric SAR (InSAR) coherence map. To overcome the loss of coherence caused by changes in vegetation cover, a vegetation mask was applied by using the NDVI to identify (and remove) vegetated areas from the coherence map. Then, thresholds were determined for the co-event coherence map (≤ 0.5) and the NDVI (≥ 0.4) and the two layers were combined into one. Based on the combined map, a damage assessment map was generated by using GIS spatial statistic tools (Fishnet and Zonal statistics). This map provides a quantitative assessment of the nature and distribution of the damage in rural and urban environments, as well the differences of damage features between them. The preliminary results show that while in urban area many structures were damaged, still in the rural areas the damage is larger, since most of the structures were damaged or even destroyed.

How to cite: Havivi, S., Maman, S., Rotman, S. R., and Blumberg, D. G.: Integrating data from different sensors for damage assessment after a natural disaster in rural areas, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1190, https://doi.org/10.5194/egusphere-egu2020-1190, 2020.

Himawari-8 is the next-generation geostationary meteorological satellite, which is developed by JMA and was been launched in October,2014. As the successor to the MTSAT series,Its spatial resolution, observation frequency and position accuracy are much better than the last generation, so it has large advantage in grassland fire monitoring. In this paper, we presentthe method of fire monitoring self-adaptive threshold based on Himawari-8 data, and takean example of using Himawari-8 data to monitor dynamically the grassland fire located near the border of China in April of 2016. The monitoring results show that the fire lasted about 22 hours, the size of burned area were large than 1500 km2, the longest duration of a fire pixel was about 6 hours. Through analyzing a series fire information from successive  Himawari-8 10 minutes frequency observation,the result shows that the expanding speed of the fire is 5.4 km in the direction from west to east during some duration, which is up to the extent of fast speed fire type,. Using this method, analyzed the dynamic monitoring in the next day and other scattered fire point in different areas, which indicate that this method is universality in fire monitoring and Himawari-8 can be well used to monitor the fire dynamically changing, get the location, area and temperature of the fire, evaluate the expanding speed, estimate the trends of fire development and raise the ability of grass land fire monitoring and early warning.

How to cite: chen, J. and zheng, W.: Application of Grassland Fire Monitoring Based on Himawari-8 Geostationary Meteorological Satellite Data, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13143, https://doi.org/10.5194/egusphere-egu2020-13143, 2020.

EGU2020-19905 | Displays | NH6.1

Rapidly accelerating subsidence in Maceió (Brazil) analayzed by multi-temporal DInSAR analysis and 2d geomechanical modeling

Magdalena Stefanova Vassileva, Djamil Al-Halbouni, Torsten Dahm, Mahdi Motagh, Thomas Walter, and Hans-Ulrich Wetzel

The densely populated neighborhoods of Pinheiro, Bebedouro, Mutange, Bom Parto and Levada in the Municipality of Maceió (Brazil) are suffering serious geological instability.  Fractures, on both buildings and roads, have intensified since the beginning of 2018 and some of the areas were evacuated, due to safety reasons, by the local authorities during the second half of 2019. The preliminary investigation conducted by the Brazilian Geological Service (Serviço Geologico do Brazil - CPRM), suggested that the direct cause of the instability is connected to the salt mining activities carried out on near the cost of the Mundaú Lagoon. 

In this study we use radar interferomtery (InSAR) and 2D geomechanical modelling to characterize almost 16 years of continuous deformation in Municipality of Maceió (Brazil). We exploited the full potential of the well-known Multi Temporal Interferometry techniques (MTI) based on Advanced Synthetic Aperture Radar Differential Interferometry (A-DInSAR) and processed all available historical and currently operational SAR missions: the C-band ASAR ENVISAT, the L-band ALOS-1 POLSAR, L-band ALOS-2 POLSAR and C-band Sentinel-1 missions. The results show clear main deformation field over the neighborhood of Pinheiro with concentric pattern to the shore and increasing deformation intensity up to 25cm per year from 2003 to 2019. A minor deformation area is detected also south of the lagoon corresponding to the neighborhood of Bom Parto and Levada. A 2D geomechanical modelling of salt-cavern stability using Distinct Elements is developed to derive the relationship between the detected deformations and the salt mining activities. As a general conclusion, our study shows how MTI analysis is very efficient and reliable tool for emergency management purposes. Especially after the launch of the Sentinel-1 mission, which provides an acquisition in single pass every 12 days, we are able to detect when a surface displacement commence and monitor the deformation progress and status in time.

How to cite: Vassileva, M. S., Al-Halbouni, D., Dahm, T., Motagh, M., Walter, T., and Wetzel, H.-U.: Rapidly accelerating subsidence in Maceió (Brazil) analayzed by multi-temporal DInSAR analysis and 2d geomechanical modeling, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19905, https://doi.org/10.5194/egusphere-egu2020-19905, 2020.

This study utilized multiple-temporal satellite imagery with UAV and IoT technology to evaluate and monitor the post-typhoon event remediation effectiveness of soil and water conservation of Shihmen Reservoir Watershed from 2015 to 2018.

A combination of the historical event-based landslide inventory and a collection and recent satellite imagery with coverage of the area pre- and post-typhoon MANGKHUT in 2018 were applied to evaluate landslide process, evolution and sediment environment change. In addition, two UAV operations were completed and captured over 160km2 in the 5 sub-watersheds to validate the remediation effectiveness and environmental change.

The results show that the landslide area within Shihmen Reservoir is less than that of the 1994 typhoon Aere and has no increased tendency. Effective conservation and remediation work can effectively reduce the sediment discharge of meteorological events and decrease the turbidity of the water at the storage point. In addition, the vegetation coverage rate of the entire Shihmen Reservoir watershed is close to 90%. Except for the occasional localized deforestation, the vegetation coverage has gradually stabilized.

Keywords: Shihmen reservoir, Remediation Efficiency, UAV and IoT Technology

How to cite: Chen, C.-K., Lin, B.-S., Chen, C.-H., and Pai, C.-C.: Application of Multiple-Temporal Satellite Imagery with UAV Technology to evaluate Post-typhoon Event Remediation Efficiency in Shihmen Reservoir Watershed, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6203, https://doi.org/10.5194/egusphere-egu2020-6203, 2020.

EGU2020-4683 | Displays | NH6.1

A Google Earth Engine application for mapping volcanic thermal anomalies at a global scale by means of Sentinel 2 MSI and Landsat 8 OLI data

Nicola Genzano, Francesco Marchese, Alfredo Falconieri, Giuseppe Mazzeo, and Nicola Pergola

NHI (Normalized Hotspot Indices) is an original multichannel algorithm recently developed for mapping volcanic thermal anomalies in daylight conditions by means of infrared Sentinel 2 MSI and Landsat 8 OLI data. The algorithm, which uses two normalized indices analyzing SWIR (Shortwave Infrared) and NIR (Near Infrared) radiances, was tested with success in different volcanic areas, assessing results by means of independent ground and satellite-based observations.

Here we present and describe the NHI-based tool, which exploits the high computation capabilities of Google Earth Engine to perform the rapid mapping of hot volcanic features at a global scale. The tool allows the users to retrieve information also about changes of thermal volcanic activity, giving the opportunity of performing time series analysis of hotspot pixel number and total SWIR radiance. Advantages of using the NHI tool as a complement to current satellite-based volcanoes monitoring systems are then analysed and discussed, such as its future upgrades.

How to cite: Genzano, N., Marchese, F., Falconieri, A., Mazzeo, G., and Pergola, N.: A Google Earth Engine application for mapping volcanic thermal anomalies at a global scale by means of Sentinel 2 MSI and Landsat 8 OLI data, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4683, https://doi.org/10.5194/egusphere-egu2020-4683, 2020.

EGU2020-11670 | Displays | NH6.1

Better data for geographic targeting of resources: the role of earth observation data for mapping social and economic conditions.

Gary Watmough, Amy Campbell, Charlotte Marcinko, Cheryl Palm, and Jens-Christian Svenning

Planning for disaster responses and targeting interventions to mitigate future problems requires frequent, up-to-date data on social, economic and ecosystem conditions. Monitoring socioeconomic conditions using household survey data requires national census enumeration combined with annual sample surveys on consumption and socioeconomic trends, the cost of which is prohibitive. We examine the role that Earth Observation (EO) data could have in mapping poverty in rural areas by exploring two questions; (i) can household wealth be predicted from RS data? (ii) What role can EO data play in future geographic targeting of resources? Here, we demonstrate that satellite data can predict the poorest households in a landscape in Kenya with 62% accuracy. When using a multi-level approach, a 10% increase in accuracy was achieved compared to previously used single-level methods which do not consider how landscapes are utilised in as much detail. EO derived data on buildings within a family compound (homestead), amount of bare agricultural land surrounding a homestead, amount of bare ground inside the homestead and the length of growing season were important predictor variables. A multi-level approach to link RS and household data allows more accurate mapping of homestead characteristics, local land uses and agricultural productivity. High-resolution EO data could provide a limited but significant contribution to geographic targeting of resources, especially when sudden changes occur that require targeted responses. The increasing availability of high-resolution satellite data and volunteered geographic data means this method can be modified and upscaled to larger scales in the future.

 

How to cite: Watmough, G., Campbell, A., Marcinko, C., Palm, C., and Svenning, J.-C.: Better data for geographic targeting of resources: the role of earth observation data for mapping social and economic conditions. , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11670, https://doi.org/10.5194/egusphere-egu2020-11670, 2020.

EGU2020-5095 | Displays | NH6.1 | Highlight

Volcanic Hot-Spot detection using SENTINEL-2: results from the comparison with MODIS-MIROVA thermal signals.

Francesco Massimetti, Diego Coppola, Marco Laiolo, Sébastien Valade, Corrado Cigolini, and Maurizio Ripepe

In the satellite thermal remote sensing, the high-spatial resolution sensors may improve thermal constraining of volcanic phenomena, with direct implications on the comprehension of volcanic processes and monitoring purposes. Here we present a new hot-spot detection algorithm, developed for SENTINEL 2 (S2) data, which combines contextual spectral and spatial analysis, applied on the 8a-11-12 SWIR bands with 20 meters/pixel resolution. The algorithm is able to detect and count the number of hotspot-contaminated pixels (S2Pix), in a wide range of environments and for several types of volcanic activities. The S2-derived thermal trends, retrieved at different worldwide key-cases volcanoes, are than compared with the Volcanic Radiative Power (VRP) from MODIS images processed by the MIROVA system during the period 2016-2019. Dataseries showed an overall excellent correlation between the two imagery suites, enhancing the higher sensitivity of SENTINEL-2 to detect small size and subtle, low-temperature thermal signals. Results outline a relation between the S2Pix and VRP ratios and the volcanic processes (i.e. lava flows, domes, lakes, open-vent activity) producing a distinct pattern in terms of size and intensity of the thermal anomaly. Moreover, the high-spatial resolution of S2 imagery potentiality let to decrypt which is the thermal contribution of the different active volcanic portions, and to understand their evolution in terms of intensity and persistence. Our analysis indicates how the combination of high- (S2) and moderate- (MODIS) resolution thermal timeseries represent an improvement in the space-based volcano monitoring that can be useful for monitoring applications and communities which relate with active volcanoes.

How to cite: Massimetti, F., Coppola, D., Laiolo, M., Valade, S., Cigolini, C., and Ripepe, M.: Volcanic Hot-Spot detection using SENTINEL-2: results from the comparison with MODIS-MIROVA thermal signals., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5095, https://doi.org/10.5194/egusphere-egu2020-5095, 2020.

The Karaj-Chaloos road and the Tehran-North highway are two routes that connect the capital Tehran with the southern shores of the Caspian Sea. This contribution aims to study slope instabilities along these roads (Karaj-Gachsar and Tehran-Soleghan sections, respectively) using logistic regression method. In this regard, 14 layers of effective factors were created in the GIS environment and then correlated with the existing instabilities and their density was calculated. Results obtained by applying logistic regression model showed that the most important factors affecting the slope instabilities in the Karaj-Gachsar road area are distance from river, climate and SPI, while those for the Tehran-Soleghan road area are distance from fault and road and climate. According to the prepared maps, the southern and middle parts of the Karaj-Gachsar road, as well as another part in the northwest of the study area have the highest potential for the occurrence of landslides, whereas in the Tehran-Soleghan road area, the middle and southern parts and a small section in the north of the area have the highest potential for landslide occurrence. 34.95% of the Karaj road area has medium to high potential for the occurrence of slope instabilities and 4.97% of this area has very high potential. It is while 27.14% of the Soleghan road area possesses medium to high potential for instabilities and 4.57% of it exhibits very high risk. By comparing these two areas, it is conceivable that areas with medium to high potential of slop instabilities in the Soleghan road area are less than those of the Karaj road area (27.24% and 34.95%, respectively). However, the percentage of instabilities occurred in the Soleghan road area is much higher (86.26%) than the Karaj road area (54.87%). Finally, it can be mentioned that the logistic regression model was effectively applicable for preparing the zonation of the instability occurrence probability along the slopes overlooking the studied roads. It can also be concluded that in addition to natural factors, the human-made factors and particularly unsystematic road construction can play an important role in the landslide occurrences on the slopes overlooking the roads and in order to reduce the relative risks and increase the stability of the slopes, it is necessary to avoid manipulating the ecosystem and changing the current land use as much as possible, along with policy making for constructions in accordance with geomorphological and geological features of the area.

How to cite: Jananeh, K.: Quantitative and Comparative Analysis of Slope Instability in Karaj-Chaloos Road (Karaj-Gachsar section) and the Under-Construction Highway of Tehran-North (Tehran-Soleghan section) Using Logistic Regression Method, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-320, https://doi.org/10.5194/egusphere-egu2020-320, 2020.

EGU2020-546 | Displays | NH6.1

High temperature in-situ study of radiative properties of basaltic dry magmas

Jonas Biren, Leire del Campo, Lionel Cosson, Hao Li, Aneta Slodczyk, and Joan Andujar

Temperature is a key parameter controlling the evolution of lava flows. The hazardous behavior of eruptions prevents direct measurements of hot magmatic bodies. Hence, the temperature of magma is mostly retrieved by using non-contact methods (ground-based or satellite-based thermal cameras) based on measuring the infrared (IR) emission flux (E) of the body [1]. These well-established techniques are however subjected to important errors, ±100 °C, related to surrounding environment [2], large temperature gradients of cooling lavas [3], constant changes in composition and texture and especially an apparent lack of radiative emission properties during the lava emplacement. Despite that reducing the uncertainties of environmental and thermal gradients when measuring E is ultimately challenging, our study aimed to minimizing the uncertainty in one of the critical hitherto poorly known oversimplified parameters [3,4,5] namely spectral emissivity. Therefore, we performed optical measurements at relevant magmatic temperatures (up to 1200 °C) of representative basaltic dry magmas (MORB, alkaline, calc-alkaline). Emissivity has been systematically determined over a wide spectral (400-15000 cm-1) and thermal range (from room up to 1200 °C) using a non-contact in situ IR emissivity apparatus [6]. SEM, EMPA and Raman spectroscopy techniques were also used in order to characterize and understand the complex radiative behavior of these natural magmatic compositions. Emissivity varies accordingly with temperature and wavenumber but our results also show that small changes in bulk-rock composition produce drastic changes in emissivity at given T, with iron content and its oxidation state being the main agents controlling this parameter. Appropriate emissivity values will then help to refine current field or (space) satellite IR monitoring data (i.e. Holuhraun 2014-2015, Iceland; [3]) and to implement the thermo-rheological models of lava flows [7] as to support hazard assessment and risk mitigation.

References: [1] Kolzenburg et al. 2017. Bull. Volc. 79:45. [2] Ball and Pinkerton 2006. J. Geophys.Res., 111. [3] Aufaristama et al. 2018. Remote Sens. 10, 151 [4] Harris, A. 2013: Cambridge University press. 728. [5] Rogic et al. 2019 Remote Sens. 2019, 11, 662 [6] De Sousa Meneses et al. 2015. Infrared Physics & Technology 69. [7] Ramsey et al. 2019. Annals of Geophysics, 62, 2.

 

Keywords: Emissivity, temperature, vibrational spectroscopy, remote sensing, basalt

How to cite: Biren, J., del Campo, L., Cosson, L., Li, H., Slodczyk, A., and Andujar, J.: High temperature in-situ study of radiative properties of basaltic dry magmas, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-546, https://doi.org/10.5194/egusphere-egu2020-546, 2020.

EGU2020-572 | Displays | NH6.1

Mapping and monitoring of landslide-dammed lakes using Sentinel-2 time series - a case study after the 2016 Kaikōura Earthquake in New Zealand

Lorena Abad, Daniel Hölbling, Raphael Spiekermann, Zahra Dabiri, Günther Prasicek, and Anne-Laure Argentin

On November 14, 2016, a 7.8 magnitude earthquake struck the Kaikōura region on the South Island of New Zealand. The event triggered numerous landslides, which dammed rivers in the area and led to the formation of hundreds of dammed lakes. Landslide-dammed lakes constitute a natural risk, given their propensity to breach, which can lead to flooding of downstream settlements and infrastructure. Hence, detecting and monitoring dammed lakes is a key step for risk management strategies. Aerial photographs and helicopter reconnaissance are frequently used for damage assessments following natural hazard events. However, repeated acquisitions of aerial photographs and on-site examinations are time-consuming and expensive. Moreover, such assessments commonly only take place immediately after an event, and long-term monitoring is rarely performed at larger scales.

Satellite imagery can support mapping and monitoring tasks by providing an overview of the affected area in multiple time steps following the main triggering event without deploying major resources. In this study, we present an automated approach to detect landslide-dammed lakes using Sentinel-2 optical data through the Google Earth Engine (GEE). Our approach consists of a water detection algorithm adapted from Donchyts et al., 2016 [1], where a dynamic threshold is applied to the Normalized Difference Water Index (NDWI). The water bodies are detected on pre- and post-event monthly mosaics, where the cloud coverage of the composed images is below 30 %, resulting in one pre-event (December 2015) and 14 post-event monthly mosaics. Subsequently, a differencing change detection method is performed between pre- and post-event mosaics. This allows for continuous monitoring of the lake status, and for the detection of new lakes forming in the area at different points in time.

A random sample of lakes delineated from Google Earth high-resolution imagery, acquired right after the Kaikōura earthquake, was used for validation. The pixels categorized as ‘dammed lakes’ were intersected with the validation data set, resulting in a detection rate of 70 % of the delineated lakes. Ten key dams, identified by local authorities as a potential hazard, were further examined and monitored to identify lake area changes in multiple time steps, from December 2016 to March 2019. Taking advantage of the GEE cloud computing capabilities, the proposed automated approach allows fast time series analysis of large areas. It can be applied to other regions where landslide-dammed lakes need to be monitored over long time scales (months – years). Furthermore, the approach could be combined with outburst flood modeling and simulation to support initial rapid risk assessment.

 [1]   Donchyts, G., Schellekens, J., Winsemius, H., Eisemann, E., & van de Giesen, N. (2016). A 30 m resolution surface water mask including estimation of positional and thematic differences using Landsat 8, SRTM and OpenStreetMap: A case study in the Murray-Darling basin, Australia. Remote Sensing, 8(5).

 

How to cite: Abad, L., Hölbling, D., Spiekermann, R., Dabiri, Z., Prasicek, G., and Argentin, A.-L.: Mapping and monitoring of landslide-dammed lakes using Sentinel-2 time series - a case study after the 2016 Kaikōura Earthquake in New Zealand, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-572, https://doi.org/10.5194/egusphere-egu2020-572, 2020.

EGU2020-3071 | Displays | NH6.1

Evaluating the skill of satellite data on the individuation of extreme precipitation events in Calabria (southern Italy)

Tommaso Caloiero, Roberto Coscarelli, and Giulio Nils Caroletti

In this study, the skill of TRMM Multi-Satellite Precipitation Analysis (TMPA) data to locate spatially and temporally extreme precipitation has been tested over Calabria, a region in southern Italy.

Calabria is a very challenging region for hydrometeorology studies, as i) it is a mainly mountainous region with complex orography; ii) it is surrounded by sea, providing  an abundance of available moisture; iii) it belongs to the Mediterranean region, a hot-spot for climate change.

TMPA, which provides daily data at a 0.25° resolution (i.e., about 25 km at southern Italy latitudes), was tested with regards to three extreme precipitation events that occurred between 1998 and 2019, i.e., the years of TMPA’s operational time frame. The first event, taking place on 07-12/09/2000, lasted for several days and involved most of Calabria. The second (01-04/07/2006) was a very localized midsummer event, which hit a very small area with destructive consequences. Finally, the 18-27/11/2013 event was a ten-day long heavy precipitation event that hit the region in spots.

TMPA daily data were compared against validated and homogenized rain gauge data from 79 stations managed by the Multi-Risk Functional Centre of the Regional Agency for Environmental Protection. TMPA was evaluated both in relative and absolute terms: i) the relative skill was tested by checking if TMPA evaluated correctly the presence of extreme precipitation, defined as daily precipitation passing the 99th percentile threshold; ii) the absolute skill was tested by checking if TMPA reproduced correctly the cumulated precipitation values during the events.

TMPA proved sufficiently able to locate areas subject to heavy cumulated precipitation during large spatially distributed events over the region. However, it showed difficulties in reproducing very localized events, as the 2006 case study was not detected at all, showing that 25-km spatial resolution and daily time resolution proved inadequate to resolve this type of rainfall event.

Results might give insights into the possibility of using satellite data for real-time monitoring of extreme precipitation, especially since the transition from the old TMPA to the new Integrated Multi-satellitE Retrievals for GPM (IMERG) set was completed in January 2020.

 

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: Caloiero, T., Coscarelli, R., and Caroletti, G. N.: Evaluating the skill of satellite data on the individuation of extreme precipitation events in Calabria (southern Italy), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3071, https://doi.org/10.5194/egusphere-egu2020-3071, 2020.

EGU2020-3516 | Displays | NH6.1

Analyzing topographic changes through LiDAR and SfM techniques: assessing the deposition-erosion patterns and estimation of debris-flow volume in the eastern Italian Alps

Xuewei Chen, Sara Cucchiaro, Martino Bernard, Luca Mauri, Jianping Chen, Paolo Tarolli, and Carlo Gregoretti

On 4 August 2015, a very high intensity storm, 31.5 mm in 20 min (94.5 mm/h), hit the massif of Mount Antelao on the Venetian Dolomites (eastern Italian Alps) triggering stony debris flow characterized by high magnitude. It routed along the Ru Secco Creek and progressively reached the resort area and the village of San Vito di Cadore, causing fatalities and damages. The aim of the present research is the study of this debris-flow event by means of pre and post-event topographic data derived by LiDAR (Light Detection and Ranging) and Structure-from-Motion (SfM) photogrammetry technique associated to its occurrence. This study analyzes the Digital Terrain Models (DTMs) derived from LiDAR survey carried out in July 2015 and UAV-SfM data obtained in September 2019. The most important step to compare these multi-temporal surveys was the co-registration process, fundamental to guarantee the coherence among the two different surveys. The post-event SfM-DTM of the area routed by debris flow subtracted to the pre-event LiDAR-DTM, provided a DoD (DTM of Difference) that was useful to assess the deposition-erosion patterns and estimate debris-flow volume. Multi-temporal topographical data are important to analyze the phenomenon and its characteristics. This allowed us to more in depth analyzed the debris-flow effects and provide valuable information for the planning of risk prevention measures.

How to cite: Chen, X., Cucchiaro, S., Bernard, M., Mauri, L., Chen, J., Tarolli, P., and Gregoretti, C.: Analyzing topographic changes through LiDAR and SfM techniques: assessing the deposition-erosion patterns and estimation of debris-flow volume in the eastern Italian Alps, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3516, https://doi.org/10.5194/egusphere-egu2020-3516, 2020.

EGU2020-5179 | Displays | NH6.1

Ophiolites mapping in the Taro Valley (Central Italy) by using an LWIR airborne TASI-600 survey: preliminary results on the Roccamurata complex

Stefano Pignatti, Maria Paola Bogliolo, Fabrizia Buongiorno, Francesca Despini, Victoria Ionca, Massimo Musacchio, Angelo Palombo, Cinzia Panigada, Simone Pascucci, Angelo Palombo, Federico Santini, and Sergio Teggi

In the framework of the INAL/BRIC research contract #ID57 (2016) different remote sensing technologies, from proximal to remote (from airborne to satellite), and processing classification technique have been exploited to detect both manmade materials containing asbestos and natural occurring asbestos (NOA) formations.

Asbestos minerals show characteristic spectral features in the LWIR spectral regions centered at about 9.6 µm. The VNIR-SWIR spectral region was well explored by multi and hyperspectral airborne, while the LWIR spectral range, at present, is still less explored for the detection and identification of the NOA. The LWIR range should have a high potential as asbestos minerals absorption feature are far from the ones of the other minerals commonly associated with them (e.g., carbonates).

The area surveyed by the multispectral LWIR airborne TASI-600 corresponds to a peridotitic ophiolite of great thickness and extension referring to the ophiolitic complex (i.e. including Roccamurata) along the banks of the Taro river [1], [3]. The ultramafic rock outcrops occurring in the Taro Valley (Italy), belong to the External Ligurid Units of the Northern Apennines within Cretaceous-Eocene sedimentary formation [2]. These ultramafic rocks formations include natural asbestos minerals that have a high potential hazard to human health if inhaled [3].

The airborne survey has been carried out using the airborne hyperspectral TASI-600 sensor acquiring 32 spectral bands in the 8.0 - 11.5 µm spectral range with a spectral resolution of 100 nm. The airborne survey was performed on a test area NW to the Borgo Val di Taro town along the Taro Valley for about 50 km2 at an altitude of about 1000 m a.s.l.. The survey covers two quarries of massive ophiolites (almost serpentine) on which samples have been collected in view of a further spectral and chemical analysis.

This communication will present the preliminary results of multispectral LWIR TASI survey performed on the Roccamurata study area in terms of: (i) radiometric and geometric correction; (ii) LST, by using a split window technique, and emissivity calculation by using a TES algorithm (iii) a preliminary result of the serpentine mapping compared with the available 2016 geological map (http://www.isprambiente.gov.it/Media/carg/note_illustrative/216_Borgo_Val_di_Taro.pdf).

  • [1] Boschetti, T., & Toscani, L. (2008). Springs and streams of the Taro–Ceno Valleys (Northern Apennine, Italy): reaction path modeling of waters interacting with serpentinized ultramafic rocks. Chemical Geology, 257(1-2), 76-91.
  • [2] Marroni, M., Molli, G., Montanini, A., Ottria, G., Pandolfi, L., & Tribuzio, R. (2002). The external Ligurian units (Northern Apennine, Italy); from rifting to convergence of a fossil ocean-continent transition zone. Ofioliti, 27(2), 119-131.
  • [3] Gaggero, L., Crispini, L., Isola, E., & Marescotti, P. (2013). Asbestos in natural and anthropic ophiolitic environments: a case study of geohazards related to the Northern Apennine ophiolites (Eastern Liguria, Italy). Ofioliti, 38(1), 29-40.
  • [4] Beghè, D., Dall’Asta, L., Garavelli, C., Pastorelli, A. A., Muscarella, M., Saccani, G., ... & Chetta, A. (2017). Sarcoidosis in an Italian province. Prevalence and environmental risk factors.PloS one,12(5), e0176859.

How to cite: Pignatti, S., Bogliolo, M. P., Buongiorno, F., Despini, F., Ionca, V., Musacchio, M., Palombo, A., Panigada, C., Pascucci, S., Palombo, A., Santini, F., and Teggi, S.: Ophiolites mapping in the Taro Valley (Central Italy) by using an LWIR airborne TASI-600 survey: preliminary results on the Roccamurata complex, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5179, https://doi.org/10.5194/egusphere-egu2020-5179, 2020.

EGU2020-21325 | Displays | NH6.1

Assessing the impact of mass movements on alpine trails and huts using EO data

Florian Albrecht, Daniel Hölbling, Lorena Abad, Zahra Dabiri, Gerald Reischenböck, Gabriela Scheierl, Tobias Hipp, Hannes Resch, and Gernot Resch

The alpine infrastructure of trails and huts is an essential asset for summer tourism in the Austrian Alps. Every year, around five million people use the trail network for hiking and other mountaineering activities. Mass movements such as shallow landslides, debris flows and rockfalls cause significant damages to the alpine infrastructure and may block access to certain mountain areas for weeks or even months. Such damages require repair and increased maintenance activity or even rerouting of trails. Climate change will exacerbate the problem as more frequent and severe mass movements can be expected. Therefore, the Alpine associations have to take natural hazards into account for their trail and hut management.

A promising opportunity for assessing the impact of natural hazards on alpine infrastructure arises through the new generation of Earth observation (EO) satellites of the European Copernicus programme. The high spatial and temporal resolution allows the detection of mass movements with an impact on trails and huts.

Therefore, we initiated the project MontEO (The impact of mass movements on alpine trails and huts assessed by EO data) to investigate the opportunities for EO-based mass movement mapping and hazard impact assessment for alpine infrastructure. We start with a user requirements analysis that describes the demand for consistent and appropriate information on mass movements for alpine infrastructure management. We perform interviews with the Alpine associations and other relevant stakeholders. They help us to identify significant mass movements, their impact on the alpine infrastructure, and the actions that trail keepers and hut facility managers take to deal with the impacts. Based on this, we assess the suitability of EO-derived mass movement information for alpine infrastructure management, and define requirements for its production and delivery.

Based on the user requirements, we develop a multi-scale approach and combine optical and synthetic aperture radar (SAR) satellite data (e.g. Sentinel-1/2, Pléiades) to comprehensively map mass movements and to detect mass movement hotspots. Further, we integrate the EO-based mapping results with ancillary data for landslide susceptibility mapping, and for modelling and simulating rockfalls and debris flows. Finally, we analyse the network of trails and huts in relation to the obtained mass movement information and thereby assess their impact on alpine infrastructure, i.e. identify the trails and huts that are (potentially) affected by mass movements.

We demonstrate the concept and methods for three study areas in the Austrian Alps: Großarl and Kleinarl Valley in Salzburg, Karwendel in Tyrol, and the Salzkammergut in central  Austria. For these areas, we will create EO-based mass movement inventory maps, hotspot maps, and hazard impact maps. We validate our results in close collaboration with the users and analyse their usefulness for alpine infrastructure maintenance and management. The outcomes of MontEO will contribute to improved maintenance efficiency and will lead to a safer alpine infrastructure with an increased value for hikers, the tourism industry and the society.

How to cite: Albrecht, F., Hölbling, D., Abad, L., Dabiri, Z., Reischenböck, G., Scheierl, G., Hipp, T., Resch, H., and Resch, G.: Assessing the impact of mass movements on alpine trails and huts using EO data, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21325, https://doi.org/10.5194/egusphere-egu2020-21325, 2020.

The November 26, 2019 a Mw 6.2 earthquake struck the city of Durres as well as several towns in the Northwestern of Albania. The event killed 51 people, injured more than 900 and destroyed several buildings in the epicentral area. This area is dominated by active thrust tectonics due to the collision between Adriatic and Eurasian plates. This study shows the first results about the co-seismic displacements field estimated by the analysis of satellite SAR and GNSS data. In particular, GNSS observations were acquired by a network of 18 continuous GNSS stations located in the Albanian area. Using the GAMIT/GLOBK, GNSS data were processed within a time period ranging from January 1, 2016 to December 31, 2019 and time series produced. Moreover, a number of ascending and descending radar images acquired by the Sentinel-1 satellite in the period of the seismic event were processed using the ESA SNAP software. Pre-seismic, co-seismic and post-seismic interferograms provided the LOS displacement maps of the event and characterized the main deformation phenomena produced by such an event. The first preliminary results about the co-seismic displacements will be presented and compared with some theoretical co-seismic displacement fields provided thanks to the knowledge of the fault system affecting the area.

How to cite: Grassi, F., Cenni, N., and Mancini, F.: Combination of satellite SAR and GNSS data of co-seismic deformation after the November 26, 2019 Albania earthquake: first results, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4553, https://doi.org/10.5194/egusphere-egu2020-4553, 2020.

EGU2020-5319 | Displays | NH6.1

Application of ECOSTRESS multispectral LWIR images to assess topsoil properties: preliminary results on agricultural test sites in Central Italy

Anvesh Rangisetty, Raffaele Casa, Victoria Ionca, Giovanni Laneve, Simone Pascucci, Malvina Silvestri, and Stefano Pignatti

Ecosystem Spaceborne Thermal Radiometer Experiment on Space Station (ECOSTRESS) is a thermal infrared sensor, developed by NASA-JPL, launched in June 2018. ECOSTRESS acquires five LWIR spectral channels between 8 and 12 μm, with 70 m of spatial resolution at different times of the day and night.

The availability of multispectral TIR bands allows the retrieval of Land Surface Temperature (LST) and Land Surface Emissivity (LSE) by using well known procedures, like Temperature and Emissivity Separation (TES). The availability of LSE images in the LWIR atmospheric window at a medium resolution allows to estimate some topsoil/rock properties, for example those related to quartz diagnostic absorption features.

Furthermore, recent studies have shown that multispectral data in the LWIR region allows to retrieve quantitative information on topsoil properties, such as texture, carbon and nitrogen content, especially when applying multivariate statistical models [1] [2]. This study intends to verify the potential of night and day ECOSTRESS images for topsoil properties estimation.

To this aim, on specific experimental fields in Central Italy, soil sampling campaigns have been conducted to assess the topsoil properties like soil texture (clay, silt, sand) and soil organic carbon (SOC).

First, on these experimental fields, ECOSTRESS archive images were explored to identify the images in which the sampled fields are ploughed (i.e. bare soil conditions). Second, the ECO2LSTE products [3], containing the land surface temperature and emissivity, were downloaded from the USGS web site (https://ecostress.jpl.nasa.gov/data) and atmospherically corrected. Third, the TES algorithm was applied providing emissivity images at a spatial resolution of 70 m.

Last, the emissivity images were used to define a prediction model (calibration and validation) by using both Partial Least Squares Regression (PLSR) and Random Forest (RF).

The preliminary results seem to confirm: i) the potential of ECOSTRESS LWIR data to retrieve topsoil properties valuable for agronomical purposes at the regional scale, ii) the preliminary result of the multivariate analysis like PLSR and RF to derive model for topsoil properties (mainly clay and organic content) prediction  at a medium resolution scale.

References

  • [1] Notesco, G., Weksler, S., & Ben-Dor, E. (2019). Mineral Classification of Soils Using Hyperspectral Longwave Infrared (LWIR) Ground-Based Data. Remote Sensing, 11(12), 1429.
  • [2] Pascucci, S., Casa, R., Belviso, C., Palombo, A., Pignatti, S., & Castaldi, F. (2014). Estimation of soil organic carbon from airborne hyperspectral thermal infrared data: A case study.European journal of soil science, 65(6), 865-875.
  • [3] Silvestri, M., Romaniello, V., Hook, S., Musacchio, M., Teggi, S., & Buongiorno, M. F. (2020). First Comparisons of Surface Temperature Estimations between ECOSTRESS, ASTER and Landsat 8 over Italian Volcanic and Geothermal Areas. Remote Sensing, 12(1), 184.

How to cite: Rangisetty, A., Casa, R., Ionca, V., Laneve, G., Pascucci, S., Silvestri, M., and Pignatti, S.: Application of ECOSTRESS multispectral LWIR images to assess topsoil properties: preliminary results on agricultural test sites in Central Italy, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5319, https://doi.org/10.5194/egusphere-egu2020-5319, 2020.

EGU2020-8860 | Displays | NH6.1

Development of hyperspectral thermal infrared mapping capabilities at field and airborne level within MOSES heat wave event chain

Sabine Chabrillat, Robert Milewski, Maximilian Brell, Christian Hohmann, Thomas Ruhtz, Mathias Zöllner, and Jean-Philippe Gagnon

Heat waves have tremendous ecological and socioeconomic consequences for many countries and initiate complex event chains that reach from the land surface to the upper atmosphere. Although it is well known that global change affects the Earth and environment on many different time and length scales, currently, only very limited knowledge is available on the importance of such distinct dynamic events for the long-term development of the Earth system. To investigate the impact of extended heat periods and droughts on our terrestrial ecosystems and natural resources, the Helmholtz MOSES project implements a modular infrastructure that is designed to capture such highly dynamic events in event-driven campaigns. As part of this infrastructure initiative a new hyperspectral thermal instrument, the Telops Hyper-Cam LW, was recently acquired at the Potsdam German Research Centre for Geosciences (GFZ) and capabilities for airborne surveys, laboratory and field deployment, as well as data processing in the context of heat wave impacts are currently developed.

The Telops Hyper-Cam LW is a Fourier-transform imaging spectrometer (~8–12 μm) with adjustable spectral resolution from 0.25 to 150 cm−1 that can be operated at various scales from ground and airborne platforms. The hyperspectral longwave infrared shows great potential for the characterization of soil and vegetation properties and their variability related to heat wave impacts. However, this spectral imagery can only be used to fullest advantage when the signal is corrected, e.g. path radiance of the atmosphere, as well as the downwelling radiance component have been removed from the measured signal and temperature is separated from emissivity.

In this context, this contribution describes the recent developments at GFZ toward (i) The development of suitable field sampling strategy & protocols related to the acquisition of field thermal hyperspectral data including calibration and validation measurements, (ii) Establishment of preliminary protocols for field data processing to temperature and emissivity, (iii) Test and mounting of the Hyper-cam on the Cessna-T207A airborne platform from the Free University Berlin (FUB) and (iv) Flight testing and calibration, and establishment of preliminary protocols and strategies for the development of a processing chain from raw data to temperature and emissivity imagery and extraction of relevant thematic parameters.

In particular, first results will be shown based on the MOSES/ScaleX-2019 campaign where field Hyper-Cam measurements were acquired in different configurations at the Fendt grassland test site located in the German Pre-Alpine foreland. Different approaches for temperature emissivity separation are tested and compared, e.g. normalization emissivity method and spectral smoothness based emissivity separation. Furthermore, calibration and validation activities are presented in the frame of several airborne surveys over different targets to correct and validate the thermal signal. Preliminary airborne results will be shown over different locations in Germany and Greece that indicate good geometric and radiometric data accuracy, as well as high potential for the differentiation of surface materials from the spectral emissivity and surface temperature.

How to cite: Chabrillat, S., Milewski, R., Brell, M., Hohmann, C., Ruhtz, T., Zöllner, M., and Gagnon, J.-P.: Development of hyperspectral thermal infrared mapping capabilities at field and airborne level within MOSES heat wave event chain, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8860, https://doi.org/10.5194/egusphere-egu2020-8860, 2020.

EGU2020-8974 | Displays | NH6.1

How hurricanes influence social and economic changes ?

Julien Gargani, Kelly Pasquon, and Gwenael Jouannic

The understanding of the long-term influence of hurricanes on the coastal zone deal with the monitoring the geomorphological evolution and the socioeconomic changes. In this study we analyze, the evolution of the Saint-Martin Island (West Indies, Caraïbean Sea) from 1947 to 2019. During the last 70 years, several hurricanes occurred and Saint-Martin has seen huge economic and environmental changes due to (1) fiscal laws, (2) a huge population increase, (3) coastal urbanization. Based on aerial photos and satellite images, we have analyzed this development. We have described the urban, agricultural and natural change. The transformation of the agricultural economy into an economy dominated by tourism, has significantly changed the coastal zones. The new spatial and economical configuration of the island has led to a higher risk of marine flooding.

Hurricane Irma (2017) seriously damaged coastal infrastructures and dwellings, caused fatalities as well as triggered the mangrove partial destruction. Field study comparison with satellite images observation show that non-negligible mistakes on the dwelling damage could be done. The damage quantification is often use to elaborate plan risk and must be carefully taken into account. In the Saint-Martin Island, the population disagree with plan risk focusing only on natural hazard without integrating socioeconomic risk and difficulties that strongly affect the inhabitants since several decade. Solution proposed to manage natural risk often trigger the conditions that favored the occurrence of social crisis and social crisis management has often generated an increase of the vulnerability to natural hazard (Gargani and Jouannic, 2015 ; Gargani, 2016 ; Jouannic et al., 2017). As a consequence of Irma Hurricane, social inequalities are expected to increase (Gargani, 2019).

 

Gargani J., G. Jouannic. Les liens entre Société, Nature et Technique durant les derniers 200 ans : analyse dans deux vallées françaises. VertigO, V. 15, n.3, 2015.

Gargani J., Crises environnementales et crises socio-économiques. L’Harmattan, Paris, 156p, 2016.

Gargani J., Prévenir les catastrophes naturelles ou alibi de réorganisation urbaine en faveur des plus riches ? Le journal du MAUSS, 28 octobre 2019.

Jouannic G., Gargani J., Legendre T., Gastaud P., Kolli Z., Crozier D., Arki F., Stratégie d’adaptation et réduction de la vulnérabilité : exemple de l’évolution des rives dans la vallée du Rhône et de la Saône. Espace populations sociétés, 2016/3, 2017.

 

How to cite: Gargani, J., Pasquon, K., and Jouannic, G.: How hurricanes influence social and economic changes ?, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8974, https://doi.org/10.5194/egusphere-egu2020-8974, 2020.

EGU2020-9090 | Displays | NH6.1

Progressive landslide activity analysis and monitoring from Multi-temporal high-resolution geoinfomatic data sets

Kuo-Jen Chang, Chih-Ming Tseng, Ho-Hsuan Chang, and Mei-Jen Huang

Due to the high seismicity and high annual precipitation, numerous landslides have occurred and caused severe impact in Taiwan. 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. To access potential hazards we combine sUAS, field survey, terrestrial laser scanner (ground LiDAR) and UAS LiDAR for data acquisition. Based on the methods we construct multi-temporal high-resolution DTMs so as to access the activity and to monitoring the creeping landslides in Paolai village, southern Taiwan. The data set are qualified from 21 ground control points (GCPs) and 11 check points (CPs) based on real-time kinematic-global positioning system (RTK-GPS) and VBS RTK-GPS (e-GNSS). Since 2015, more than 10 geospatial datasets have been produced for an area between 5-80 Km2 with 8-12 cm spatial resolution. These datasets were then compared with the airborne LiDAR data to access the quality and interpretability of the data sets. Since 2017, we integrate UAS LiDAR to monitoring landslide area, and re-evaluate the data accuracy. Since 2018 we have integrate UAS LiDAR, terrestrial LiDAR, and photogrammetric point cloud for landslide study, to ensure no shadow effect of the dataset. The geomorphologic changes and landslide activities were quantified in Paolai area. The results of this study provide not only geoinfomatic datasets of the hazardous area, but also for essential geomorphologic information for other study, and for hazard mitigation and planning, as well.

How to cite: Chang, K.-J., Tseng, C.-M., Chang, H.-H., and Huang, M.-J.: Progressive landslide activity analysis and monitoring from Multi-temporal high-resolution geoinfomatic data sets, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9090, https://doi.org/10.5194/egusphere-egu2020-9090, 2020.

EGU2020-19342 | Displays | NH6.1 | Highlight

Mapping of Crop Stress Related to Soil Degradation within Rainfed Mediterranean Agricultural Areas using Hyperspectral Optical and Thermal Data

Robert Milewski, Thomas Schmid, Paula Escribano, Eyal Ben-Dor, Marcos Jiménez Michavila, and Sabine Chabrillat

Hyperspectral data acquired for different seasons provide the means to derive relevant plant biophysical properties during the growing season over agricultural areas, as well as determine soil properties, when the soils are exposed, e.g. during fallow or after harvesting. This combined information can give a detailed insight on the effect of soil degradation on vegetation growth and finally crop yield. In the Mediterranean region, land use practices for crop cultivation have a long history exploiting soils as a natural resource. The soils are an essential factor contributing to agricultural production of rainfed crops such as cereals, olive groves and vineyards. Inadequate land management is endangering soil quality and productivity, and in turn crop quality and productivity are affected. Therefore, the main objective of this work is to map crop stress related to soil degradation and land management practices within a Mediterranean environment focusing on hyperspectral data within the visible, near-infrared, and short-wave infrared as well as thermal infrared (0.4-12 µm) and test the transferability of the methods used to future hyperspectral space-borne sensors such as PRISMA, EnMAP, SHALOM, CHIME and SBG.

In this framework, CASI and AHS hyperspectral imagery have been obtained during the growing season within the Camarena agricultural area located in central Spain. The area is characterized by a Mediterranean climate, a gently undulating relief, evolved soils and traditional rainfed agriculture area. In this environment a combination of tillage erosion as a result of plowing practices, as well as water erosion, has led to the exposure of different soil horizons at the surface with contrasting soil properties. These surface properties have been previously characterized as erosion stages of the same cultivated area in a fallow state. Simultaneous to the airborne acquisitions, intensive field campaigns took place for the characterization of soil and crop variability. This included field spectroradiometry measurements of the different surface covers and vegetation parameters such as Leaf Area Index (LAI), leaf chlorophyll content, plant biomass and grain yield in locations with variable soil erosion and deposition stages from low to very high eroded soils. First results based on random forest modeling between the soil erosion stage mapping and the AHS/CASI remote sensing imagery of the growing season indicate a strong link between the soil conditions and the spectral properties of the crops. Furthermore, biophysical parameters derived from the imagery in the green season such as Leaf Area Index and Leaf Water Content correlated also well with the soil erosion stages. For selected test sites it could be shown that low crop yields are associated with 1) highly eroded areas, where exposure of the calcite rich bedrock can cause deficiency in nutrient uptake and 2) very sandy accumulation areas that are depleted in nutrients and have low potential for water retention. Whereas highest crop yields are associated with clay and iron rich, moderately to low eroded soils. This study integrates optical VNIR-SWIR-TIR spectral domain and present preliminary results that emphasize the strong influence of soil quality on crop stress and production.

How to cite: Milewski, R., Schmid, T., Escribano, P., Ben-Dor, E., Michavila, M. J., and Chabrillat, S.: Mapping of Crop Stress Related to Soil Degradation within Rainfed Mediterranean Agricultural Areas using Hyperspectral Optical and Thermal Data, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19342, https://doi.org/10.5194/egusphere-egu2020-19342, 2020.

In all kinds of natural disasters, earthquake is regarded as one of the greatest natural disaster in the world, and it seriously threats human's lives and properties. In the actual scene of earthquake disasters, the types of pre-earthquake satellite images available in the affected area are various, and they are from different sensors. However, the current researches on multi-source satellite image building recognition are not sufficient. In addition, when extracting building damage information, we can only determine whether the building is collapsed using the post-earthquake satellite images. Even the images have the sub-meter resolution, the identification of lightly damaged buildings is still a challenge. In order to solve the above problems, in this paper, we will use the post-earthquake UAV images and the pre-earthquake satellite images to extract the building damage information in rural areas of Sichuan, China. In particular, the main research contents of this paper are as follows:

  • (1) According to the color feature of UAV images and the shape feature from point cloud data, we divide the building damage into four types: intact buildings, slightly damaged buildings, partially collapsed buildings and completely collapsed buildings, and give the rules of damage grades. In particular, the Chinese restaurant franchise model, which simultaneously fuses the color and shape features, is proposed to detect the earthquake-triggered roof-holes. Based on the roof-holes, the type of slightly damaged buildings is identificated.
  • (2) At present, the model of building extraction from remote sensing images is suitable for an image, that is, for different images, the model needs to learn its model parameters again. In this paper, based on the generalized Chinese restaurant franchise (gCRF) model, we introduce the morphological profiles to propose the gCRF_MBI model. In the residential regions, the buildings are extracted by fusing the spatial information and the morphological profiles in the gCRF_MBI model.
  • (3) The visual attention model selects the regions of interest from the complex scenes by simulating the visual attention mechanism of biological objects, which is similar to the extraction of residential regions from remote sensing images. In this paper, based on the basic principle of the spectral residual approach, we utilize the approach to extract the latent residential regions from remote sensing images, and we analyze the effects of different band combinations and different threshold methods on the extraction of residential regions.

How to cite: Li, S. and Tang, H.: Extraction of Rural Building Damage due to Earthquake using Remote Sensing Imagery, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21124, https://doi.org/10.5194/egusphere-egu2020-21124, 2020.

Taiwan is located at the northwest side of Pacific Ocean and also in the Circum-Pacific Seismic Belt, as a result, suffers from frequently typhoons and earthquakes. The plate collision creates steep mountains account for 70% area of Taiwan. Averaged annual rainfall is 3600 mm in Taiwan, whenever typhoon or weather front brings heavy rainfall addition with geological instability thus increase the landslide occurrence. Rainfall gauge stations are sparse in the mountainous region, and the interpolated rainfall are usually underestimated. The error sources include 1.) variation of raindrop size distribution which is rarely known and varies in time and space (James, 1979); 2.) radar beam attenuation, the rainfall estimation will be underestimated as distance from radar to gauges increase ( Joss, 1998); 3.) beam blockage by mountains, when the beam encounters terrain blocking, it will cause signal interference, which is known as ground clutter (Li and Chen, 2002). Therefore, it is necessary to overcome those issues while try to predict accurate rainfall via radar reflectivity in the mountain regions.

In this research, we use radar reflectivity combines ground rainfall gauges to compensate the forecasting rainfall. The first method uses the known radar echo intensity (Z) and the rainfall of ground stations (R) to calculate the A and b coefficients by genetic algorithm with the exponential relationship, Z=A*Rb, proposed by Marshall and Palmer. However, the results are unreasonable, the value of A is varying in 0.01-1000, mostly under 1, and the value of b is varying in 0.1-30. Hence, we decide to use another method. First, we assume that for a short distance (ex: 30 Km), the raindrop size correction factor is constant without attenuation and beam blockage. Second, we estimate the correction factor with the attenuation pattern with distance. Third, the beam blockage from mountains is then considered, and it also takes the first two corrections in consideration. The approach we used is artificial neural network (ANN) to compensate the estimated rainfall from real time radar reflectivity.

The purpose of this study is to estimate the accurate rainfall of potential landslide area hours ahead typhoon or weather front reaches, we use the historical route of radar echo to infer the path of movement of next hour. If the estimated rainfall exceeds landslide thresholds, the alarm system will be activated. With these efforts the estimated rainfall in the mountain region is improved 70% from tryout experiments. It is found that is correction for radar reflectivity is not an universal transformation, it is depended on the nature of water concentration and also the drop size within the weather front.

 

Key words: Radar Echo, Artificial Neural Network, Early Warning

How to cite: Li, P.-C. and Yu, T.-T.: Landslide Early Warning with Rainfall Data from Correcting Weather Radar Reflectivity Using Machine Learning, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19265, https://doi.org/10.5194/egusphere-egu2020-19265, 2020.

EGU2020-9903 | Displays | NH6.1

Natural and anthropogenic origin of subsidence of the Northern Adriatic coast (Italy) from satellite data and modelling

Valeria Secreti, Elisa Trasatti, Marco Polcari, Matteo Albano, Letizia Anderlini, Enrico Serpelloni, and Giuseppe Pezzo

Subsidence can be caused by multiple natural or anthropogenic factors. Natural factors account for compaction of recent sedimentary deposits, oxidation and shrinkage of organic soils. Anthropogenic factors include the pumping of groundwater for human use and the exploitation of hydrocarbon reservoir, both inland and off-shore. The area of Ravenna (Northern Italy) is affected by both anthropogenic and natural subsidence. Natural contribution is due to the compaction of the deposits of the Po plain, of approximately 2 mm/yr. This phenomenon has dramatically increased since the 1950s because of shallow groundwater pumping and deep gas production from several on-shore and off-shore reservoirs in the Upper Adriatic Sea basin.

In this work, we used SAR, GPS and levelling data to investigate the deformation detected at Lido Di Dante, located along the coastal area of Ravenna. This area is subject to gas pumping of the Angela-Angelina gas field, a gas reservoir exploited since 1973, with platform located very close to the coast, at approximately 2 km from the shoreline. We analysed SAR data from multiple missions from 1992 to 2018. In particular, the ESA’s archives were exploited considering ERS data (ascending and descending orbits, spanning 1992-2000), ENVISAT data (ascending and descending orbits, 2003-2010) and Sentinel-1 satellites (ascending and descending orbits, 2015-2018) and ASI’s images acquired by Cosmo-SkyMed (ascending orbit, 2011-2017). The GPS data are provided by Eni S.p.A. In particular, we consider the GPS ANGA, located offshore on the Angela-Angelina platform, and the GPS FIUN, located near Lido Di Dante. The levelling data are from Eni S.p.A. archives, span 1983-2017.

The subsidence detected by InSAR (Interferometric SAR) time series at Lido Di Dante from 1992 to 2018 is approximately 250 mm. The ERS time series show a change in the slope between 1997 and 1998, when the Angela-Angelina platform came into operation. There is a general correlation between gas extraction and surface deformation, indeed the subsidence increases when the gas production increases. Therefore, to better analyze the correlation between gas extraction and observed deformation, the exploited reservoir is modelled as a closing crack (dislocation tensile fault), whose contraction rate is constrained by data inversions. The results indicate that the subsidence in the area of Lido di Dante is the sum of natural contribution due to soil compaction and of hydrocarbon extraction activities during the periods of massive extraction.

In order to better discriminate the factors affecting subsidence we build a Finite Element Model, by means of the software Comsol Multiphysics. The geometry of reservoir has been deduced by literature, while the pressure inside the reservoir is modulated by the GPS signals at ANGA between 1998 and 2018. The results show that the contraction of reservoir due to gas pumping produces measurable deformation along the coastline. The vertical and horizontal cumulative displacements between 1998 and 2018 reach the maximum values of 28 cm and 15-20 cm, respectively.

 

How to cite: Secreti, V., Trasatti, E., Polcari, M., Albano, M., Anderlini, L., Serpelloni, E., and Pezzo, G.: Natural and anthropogenic origin of subsidence of the Northern Adriatic coast (Italy) from satellite data and modelling, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9903, https://doi.org/10.5194/egusphere-egu2020-9903, 2020.

EGU2020-12126 | Displays | NH6.1 | Highlight

A geospatial model for mapping desertification risk areas in the Caatinga biome, a semiarid region of Brazil

Marcos César Ferreira, Mariana Monteiro Navarro de Oliveira, and Danilo Carneiro Valente

Desertification is a process characterized by the degradation and drying of soils in arid, semiarid and subhumid regions that results from a combination of climatic factors and human activities. This process influences the productivity potential of the soils, impacting the populations residing in the affected areas, and may cause long-term economic problems and impacts on human health, such as hunger and food insecurity. The aim of this paper is to present a geospatial model for mapping desertification risk areas in northeastern Brazil. The test area for the model was located in the Brazilian semiarid climatic region in the state of Ceará. In this area, the dry season lasts for 7 to 8 months, and the original vegetation belongs to the Caatinga biome. The model was based on algebraic operations between maps of environmental variables, performed in a geographic information system, and based on equations obtained through logistic regression analysis. First, 300 points were mapped in the centroids of desertification polygons (D), and 300 points were mapped in areas where no desertification processes (ND) had occurred. All points were selected by visual interpretation of Sentinel-2A multispectral images. Then, 500 m radius buffers were mapped around the centroids of the D and ND areas, and the mean values of the following environmental variables were extracted within these buffers: the average annual rainfall (RAIN), altitude (ELV), vegetation index dry season (VID), wet season vegetation index (VIM), dry season soil temperature (LTD), and wet season soil temperature (LTM). The mean values ​​of the RAIN, ELV, VID, VIM, LTM and LTD variables for the D and ND areas were entered in the MedCalc software for logistic regression analysis. The p probability map of desertification occurrence was constructed in ArcGIS Pro using equations for which the parameters were obtained with the logistic regression analysis. The results showed that the variables RAIN, ELV, VID and LTD (p <0.0001) contributed significantly to the occurrence of desertification areas. The value obtained for the area under the ROC curve (AUC) parameter was 0.757, and the percentage of cases correctly classified by the model was 70.17%. In the next step of this research, this model will be tested on a larger area of 72,000 km2 that is located in the Jaguaribe River basin, northeastern Brazil.

How to cite: César Ferreira, M., Monteiro Navarro de Oliveira, M., and Carneiro Valente, D.: A geospatial model for mapping desertification risk areas in the Caatinga biome, a semiarid region of Brazil, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12126, https://doi.org/10.5194/egusphere-egu2020-12126, 2020.

EGU2020-12431 | Displays | NH6.1

Building a model of debris avalanche hazard using geophysical remote sensing data

Stuart Mead, Gabor Kereszturi, Craig Miller, and Lauren Schaefer

Hydrothermal alteration can progressively weaken volcanic flanks, leading to collapses and mass flows with potential hazards affecting communities and infrastructure many kilometres from the collapse source. Through a combination of geomagnetic and hyperspectral remote sensing, with field and laboratory measurements, we have developed an approach to assess and forecast these catastrophic hazards. Inversion of aerial geo-magnetic data is used to identify the subsurface structure and volume of weak (nominally altered) and strong (nominally unaltered) portions of the volcanic edifice of Mt. Ruapehu, New Zealand. Airborne hyperspectral imagery is used to classify the surface expression of hydrothermal alteration, which is combined with laboratory geotechnical measurements of field samples to estimate the strength of identified features. This data is essential to reducing the uncertainty in identifying flank collapse source areas through three-dimensional limit equilibrium modelling.

However, the range of potential collapse volumes, locations and triggering mechanisms still presents significant difficulties in forecasting the potential impacts of slope failures. Numerical mass flow models can be used to simulate debris avalanches, but it is infeasible to simulate all potential collapse scenarios to estimate the hazard. To ease the computational burden, we have developed a methodology that uses a reduced subset of potential slope failures through dimensional reduction and space-filling sampling techniques. Using debris avalanche simulations of this subset, a comprehensive mapping of debris flow impacts across the entire input space can be developed using statistical techniques. This mapping provides an efficient mechanism for understanding flank collapse hazards across a large spectrum of potential scenarios. This presentation will outline our framework for assessing and forecasting debris avalanche hazards through the integration of remote sensing surveys with geotechnical measurements.

How to cite: Mead, S., Kereszturi, G., Miller, C., and Schaefer, L.: Building a model of debris avalanche hazard using geophysical remote sensing data, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12431, https://doi.org/10.5194/egusphere-egu2020-12431, 2020.

EGU2020-17267 | Displays | NH6.1

A conceptual approach on optimising lead time for the forecasting of landslides using remote sensing systems

Markus Keuschnig, Doris Hermle, and Michael Krautblatter

New remote sensing systems offer an increased spatiotemporal resolution and accuracy. These systems  increase the chance of snow- and cloud-free multispectral images to detect and monitor landslides for early warning issues. Various studies showed the applicability of multispectral remote sensing systems for landslide detection and monitoring. However, a systemic evaluation of the remote sensing systems especially in respect to early warning is still missing. In this study we present a new conceptional approach to evaluate the capability of different systems for early warning issues based on a well suited case study located in the Hohe Tauern Range, Austria.     

The Sattelkar is a highly dynamic west-facing deglaciated high-alpine cirque in the Großvenedigergruppe, Austria. The abundant rock debris exhibits high movement rates and showed massively enhanced landslide activity after ongoing heavy precipitation in 08/2014, resulting in a 170.000 m³ debris flow event. We estimated time demands for three successive steps consisting of (i) image collection, (ii) processing with motion delineation and (iii) the final evaluation. Digital image correlation, an established tool in landslide remote-sensing research, was used to derive displacement patterns and assess the capabilities of the multispectral images in terms of spatiotemporal resolution and data quality. For our study we used Sentinel-2, RapidEye and PlanetScope images and compared their deduced motion patterns and rates to those from accurate UAV data as well as manually digitized boulder tracks (≥10 m in diameter).

Within a reasonable amount of processing time, some satellite data revealed similar clustered motions identifiable in the UAV images. However, our analysis also showed identification limitations due positional inaccuracy, image errors and spatiotemporal resolution of the data. On that account, certain processing steps reduce the forecasting window and as a result the lead time, i. e. the remaining time to take action. We postulate that remote sensing data has the ability to support landslide monitoring, but the pre-selection of usable and sound data is essential as it directly influences the forecasting window. Sound knowledge of its different application possibilities enhances overall steps of image collection, processing and final analysis. The critical selection of which data source is best can lead to faster response times for landslide events. This increases the forecasting window, hence the time to take action until a landslide occurs.

How to cite: Keuschnig, M., Hermle, D., and Krautblatter, M.: A conceptual approach on optimising lead time for the forecasting of landslides using remote sensing systems, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-17267, https://doi.org/10.5194/egusphere-egu2020-17267, 2020.

EGU2020-12149 | Displays | NH6.1

Mass movement tendencies and interaction with climate change in the Northern Chilean Patagonia

Marcelo Somos-Valenzuela, Ivo Fustos-Toribio, Elizabeth Lizama-Montecinos, Bastián Morales-Vargas, and Nataly Manque-Roa

Mass movement processes correspond to one of the most dangerous geological events, mainly where human settlements are present, due to their destructive power and unpredictable nature. Chilean Patagonia has experienced important mass removal events in recent years. In this work, we are seeking to detect trends in the occurrence of these events and the relationship with long-term and short-term dispositions driven mainly by hydrometeorological events and the geology of the study area.

In the Chilean Patagonia, the Chilean Geological Survey (Sernageomin) has detected more than 713 landslides events in the Chilean Northern Patagonia (~42.7ºS, ~72.4ºW)” alone, a small area compared to the Chilean Patagonia. However, there is a lack of understanding of the triggers and mechanisms that control such events, and further studies need to be carried in order to understand the evolution of these events, linkages to climate change or anthropogenic changes, and to understand where they potentially can affect village directly destroying houses and taking human lives.

In this study, we use remote sensing to detect mass removals, fieldwork data collection to understand the geological predisposition to enable mass removal, and the analysis of hydrometeorological information to statistically establish relationships between the events and the potential triggers. For the remote sensing, we use Google Engine to create an exhaustive dataset of mass removal of 35 years in the study area. We apply the Normalized Difference Vegetation Index (NDVI) and the Grain Size Index (GSI) in Landsat Imagery. We will use the Sernageomin dataset and fieldwork to validate the methodology. For the geology, we analyze the conditioning factors associated with the geomorphological, structural, and lithological characteristics of the area. Finally, we used ERA5 data to determine the relationship between climate and mass removal events, analyzing, for example, the total annual precipitation patterns (TP) and extreme indicators as the maximum number of consecutive dry days (CDD) as well as annual temperatures and heatwaves.

The results of this research sought to provide the foundations for a complete risk assessment in the Chilean Patagonia and to increase awareness and preparedness in the region.

How to cite: Somos-Valenzuela, M., Fustos-Toribio, I., Lizama-Montecinos, E., Morales-Vargas, B., and Manque-Roa, N.: Mass movement tendencies and interaction with climate change in the Northern Chilean Patagonia, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12149, https://doi.org/10.5194/egusphere-egu2020-12149, 2020.

EGU2020-12494 | Displays | NH6.1

Improving Earth hot-spot detection from MODIS data using MODVOLC algorithm

Andrea Gabrieli, Robert Wright, Harold Garbeil, and Eric Pilger

Space-borne hot-spot detection on the Earth surface is key to monitoring and studying volcanic activity, wildfires and anthropogenic heat sources from space. Lower intensity thermal emission hot-spots, which often represent the onset of volcanic eruptions and large wildfires, are difficult to detect. We are improving the MODVOLC algorithm, which monitors Earth’s surface for hot-spots by analyzing Moderate Resolution Imaging Spectroradiometer (MODIS) data every 48 hours, to allow lower intensity thermal emission detection. Improving the existing MODVOLC algorithm for hot-spot detection from MODIS image data is not trivial. A new approach, which we refer it to as the Maximum Radiance Algorithm for MODIS, has been explored. The new approach requires a MODIS 4 µm and accompanying 12 µm global radiance time-series at ~1 km grid spacing. This reference data set describes the maximum radiance that has been measured from each square km of Earth’s surface over a ten year period (having first excluded high natural and anthropogenic heat sources from the time-series, using the existing MODVOLC approach). For each new geolocated MODIS image data, the observed radiance for each pixel is compared with this reference, and if its radiance exceeds the historical maximum, it can be considered a potential hot-spot. A dynamic tolerance is used to then confirm if the potential hot-spot is an actual hot-spot. We show that this new approach for hot-spot detection offers significant advantage over existing techniques for lower intensity thermal emission hot-spot detection during both day and nighttime conditions.

How to cite: Gabrieli, A., Wright, R., Garbeil, H., and Pilger, E.: Improving Earth hot-spot detection from MODIS data using MODVOLC algorithm, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12494, https://doi.org/10.5194/egusphere-egu2020-12494, 2020.

EGU2020-16738 | Displays | NH6.1

InSAR as a tool to monitor nuclear decommissioning – a case study across the Fukushima Daiichi Nuclear Power Plant, Japan

Jack Bestard, Nathan Magnall, Rachel Holley, and Adam Thomas

The Fukushima Daiichi Nuclear Power Plant, Japan, underwent a series of sequential meltdowns in 2011 related to the magnitude 9.0 earthquake and tsunami of the same year - causing the world’s second ‘Level 7’ nuclear event after Chernobyl. Japan and the Tokyo Electrical Power Company (TEPCO) have been proactive in taking steps towards decommissioning the now hazardous site, with a clean-up timeline continuing work for another 30-40 years. However, this creates a need for long-term monitoring strategies that mitigate radiation hazards for the personnel involved with the decommissioning. Remote sensing can fill this emerging need, more specifically with Interferometric Synthetic Aperture Radar (InSAR).

InSAR can monitor ground and structure stability with millimetre scale accuracy, as well as create a historical baseline for past movement using data from ESA’s Sentinel-1 satellite mission. Here we show the applicability of InSAR monitoring across the Fukushima plant using Sentinel-1 data spanning October 2015 to October 2019. Our results clearly show an uplift signal of ~75 mm around the reactor, during the time period directly coinciding with the implementation of a perimeter ice wall which was constructed to mitigate groundwater leeching.

This study demonstrates the benefits of InSAR to monitor ground stability in near-real time, and across a wide area, without the need for direct interaction with such a hazardous site. Via this study, we have demonstrated that InSAR is a powerful technique for monitoring potential ground stability issues at highly hazardous sites, with applications for the engineering, oil and gas, and mining sectors.

How to cite: Bestard, J., Magnall, N., Holley, R., and Thomas, A.: InSAR as a tool to monitor nuclear decommissioning – a case study across the Fukushima Daiichi Nuclear Power Plant, Japan, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-16738, https://doi.org/10.5194/egusphere-egu2020-16738, 2020.

EGU2020-18740 | Displays | NH6.1

MTInSAR long-term monitoring of nonlinear slope instabilities on hilltop villages in Southern Italy

Alberto Refice, Fabio Bovenga, Guido Pasquariello, Ilenia Argentiero, Giuseppe Spilotro, Raffaele Nutricato, Davide Oscar Nitti, and Maria Teresa Chiaradia

Multi-temporal SAR interferometry (MTInSAR) provides mean displacement maps and displacement time series over coherent objects on the Earth surface, allowing analysis of wide areas to identify ground deformations, and studying evolution of displacement phenomena over long time scales. MTInSAR techniques have proven very useful for detecting and monitoring also slope instabilities.

Nowadays, several satellite missions are available providing InSAR data at different wavelengths, spatial resolutions, and revisit times. The Italian X-Band COSMO-SkyMed constellation acquires data with spatial resolution reaching metric values, and provides revisit times of up to a few days, leading to an increase in the density of the measurable targets, thus  improving the monitoring of local scale events as well as the detection of non-linear displacements.  The recent Sentinel-1 C-band mission from the European Space Agency (ESA) provides a spatial resolution comparable to previous ESA SAR missions, but a nominal revisit time reduced to 6 days. By offering regular global-scale coverage, better temporal resolution and freely available imagery, Sentinel-1 improves the performance of MTInSAR for ground displacement investigations. In particular, the short revisit time allows a better time series analysis by improving the temporal sampling and thus the chances to catch pre-failure signals characterised by high rate and non-linear behaviour. Moreover, it allows collecting large data stacks in a short time periods, thus improving MTInSAR performance in emergency (post-event) scenarios. These characteristics are very promising for early warning of slope failure events and monitoring subsequent displacements trends. 

In this work, we present the results obtained by using both COSMO-SkyMed and Sentinel-1 data for investigating the ground stability of hilly villages located in Southern Italian Apennine (Basilicata region). In the area of interest, several landslides occurred in the recent past (e.g. Montescaglioso in 2013) and more recently (e.g. Pomarico in 2019), causing extensive damage to houses, commercial buildings, and infrastructures.

SAR datasets acquired by COSMO-SkyMed and Sentinel-1 from both ascending and descending orbits have been processed by using the SPINUA MTInSAR algorithm, in order to exploit the potentials of these two satellite missions to investigate ground displacements related to slope instabilities.  Mean velocity maps and displacement time series have been analysed looking, in particular, for non-linear trends that are possibly related to relevant ground instability episodes and, thanks to the high spatial resolution, useful in terms of early warning, in the case of rigid soil masses. Results are presented and discussed in relation to known events occurred in the area of interest.

How to cite: Refice, A., Bovenga, F., Pasquariello, G., Argentiero, I., Spilotro, G., Nutricato, R., Nitti, D. O., and Chiaradia, M. T.: MTInSAR long-term monitoring of nonlinear slope instabilities on hilltop villages in Southern Italy, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18740, https://doi.org/10.5194/egusphere-egu2020-18740, 2020.

In 2016, Central Italy was hit by a months-lasting earthquake sequence that started off in August 24th 2016 with a Mw 6.2 earthquake which provoked severe damage to the towns of Accumoli (RI) and Amatrice (RI). The following October 30th 2016 earthquake (Mw 6.5), with epicenter in Norcia (PG) about 20 km NW of the first shock, triggered landslides in the area of Visso (MC), as reported by local newspapers.

The purpose of this work is to individuate the areas affected by such landslides using the radiance variation recorded by multispectral images acquired by Sentinel 2. The time series analysis of the images has been carried out in Google Earth Engine environment, that allows access to the entire suite of available images. Due to the steep terrain, the shadowing effect of the hills was taken into account and comparison of images have been made only for those taken in the same seasonal moment of different years, thus guaranteeing the same solar elevation.

It was found that the band of red was instrumental in identifying landslides along slopes made up of limestone, which is the typical outcrop of the area. Due to the extended time period between the images (July 2015 and July 2017), anthropogenic changes in land-use were present and had to be distinguished from landslides. A criterion involving the slope angle was developed, maintaining only the changes that had occurred on slopes steeper than 25°, since man-made interventions giving similar spectral response are hardly done in steep areas. The slope analysis and correlation study with the extension and location of landslides was carried out using a Geographic Information System. (ESRI ArcGIS 10.5) The total extent of the area affected by the surveyed landslides is very large, having  been estimated to be more than 200 000 m2.

How to cite: Bartola, M., Braitenberg, C., and Bisci, C.: Landslides in Central Italy identified from Sentinel 2 multispectral imaging time series analysis with Google Earth Engine, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18214, https://doi.org/10.5194/egusphere-egu2020-18214, 2020.

EGU2020-13909 | Displays | NH6.1

Main morpho-structural changes and eruptions of Etna in 2016-2019 captured by satellite observations

Francesco Marchese, Marco Neri, Boris Behncke, and Nicola Genzano

Persistently active volcanoes such as Etna, in southern Italy, are subject to frequent morphological and structural changes, especially at the summit. In recent decades, in particular, Etna has shown an evident increase in both summit and flank eruptive activity. This caused a striking transformation of the morphologies of its summit craters, which increased in number and size, also causing the formation of new small eruptive vents, fumarolic fields, fractures and crater collapses. Sometimes these morpho-structural modifications of the top of the volcano have been so rapid that they have not been all recorded accurately, or they have occurred in sequences so rapid as to overlap the effects of the eruptions, making some transitional events between an eruption and the next one. Eruptive activity during the period considered occurred mostly at the summit craters of Etna (May 2016: Voragine; February-April 2017: New Southeast Crater and fissures on its slopes; August and November-December 2018: New Southeast Crater). This was interrupted by the brief fissure eruption on the upper southeast flank of the volcano on 24-27 December 2018; renewed eruptions occurred at the New Southeast Crater and fissures on its flanks in May-July 2019. Finally, in September 2019, eruptive activity shifted to the Northeast Crater and Voragine, the latter feeding intermittent lava flows into the adjacent Bocca Nuova crater. In cases like this, satellite observations can complete terrestrial monitoring systems, providing a useful contribution of knowledge and detail of the eruptive activity and morpho-structural transformations of greater significance. In this study, we analysed the Mt. Etna activity using data from the Multispectral Instrument (MSI) and the Operational Land Imager (OLI), respectively onboard Sentinel-2 and Landsat 8 satellites, processed by means of the recently proposed NHI (Normalized Hotspot Indices) algorithm. The latter allowed us to identify thermal anomalies associated to main effusive and explosive activities as well as to the smaller eruptive events, revealing in some cases thermal phenomena several days in advance that can be interpreted as potential precursors. In addition, NHI also showed a fair sensitivity in grasping the incipient fracturing of the Etna summit area, an important phenomenon in the life of this volcano due to its close correlation with the slow lateral collapses that characterize its flanks, and which in turn can trigger lateral eruptions that are potentially dangerous for the Etnean populations.

How to cite: Marchese, F., Neri, M., Behncke, B., and Genzano, N.: Main morpho-structural changes and eruptions of Etna in 2016-2019 captured by satellite observations, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13909, https://doi.org/10.5194/egusphere-egu2020-13909, 2020.

EGU2020-1764 | Displays | NH6.1

Collapses on the riverbank: what happened to the Lower Yellow River?

Lu Gao and Xiangzhou Xu

Riverbank collapses frequently occur in the lower reaches of the Yellow River, China, which result in a great loss of farmland and significant hydro-morphological evolution in the channel. A combination of field investigation and remote sensing analysis was conducted to understand the current status of riverbank collapse in the Shandong Reaches of the lower Yellow River. The results show that the planar failure and upward-concave collapse were the main types of river failures in these reaches. Taking the Jiyang section as an example, the average lateral dynamic displacements in the Jiyang section were 2.8 and 11.4 m, the retreat areas were 248.8 and 835.0 m2 and the maximum lateral dynamic displacement were 7.4 and 26.0 m during the periods 3/31/2016-4/18/2017 and 04/18/2017-5/10/2018, respectively. Factors such as the soil properties, upstream river-control works, and channel bends may change the probability of downstream riverbank collapse. Building materials that are effective, low-cost and environmental friendly, and easy to use, are anticipated in the river management projects to protect the riverbanks and improve the ecological environment in the study area.

How to cite: Gao, L. and Xu, X.: Collapses on the riverbank: what happened to the Lower Yellow River?, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1764, https://doi.org/10.5194/egusphere-egu2020-1764, 2020.

EGU2020-4757 | Displays | NH6.1

Sensitivity studies of the 4.8 micron carbon dioxide absorption band for high temperature events

Vito Romaniello, Claudia Spinetti, Malvina Silvestri, and Maria Fabrizia Buongiorno

Measuring the sources of carbon dioxide is of high interest in order to know the distribution of this greenhouse gas and quantify the natural/anthropogenic emissions. The aim of the present study is to understand the capability of the absorption band at 4.8 µm to detect and measure the CO2 emissions from different HTEs (High Temperature Events) like degassing plumes from active volcanic sources, fires and industrial emissions. The performance of this channel was investigated by using the MODTRAN (MODerate resolution atmospheric TRANsmission) radiative transfer model. Simulations of the TOA (Top Of Atmosphere) radiance have been performed by using real input data to reproduce realistic scenarios on a volcanic high elevation point source (>2 km). The sensitivity of the channel has been analysed varying CO2 concentrations (in the range 0-1000 ppm) and surface temperatures from standard (300 K) to high temperature (1000 K). Moreover, typical response functions of imaging sensors carried on aircraft and operating in the Middle Wave InfraRed (MWIR) spectral region were used: the channel width values of 0.15 µm and 0.30 µm were tested. Simulations provide results about the sensitivity necessary to appreciate carbon dioxide concentration changes considering a target variation of 10 ppm in the gas column concentration. The results show the strong dependence of at-sensor radiance on the surface temperature: radiances sharply increase, from 1 Wm-2sr-1µm-1 (in the standard condition) to >1200 Wm-2sr-1µm-1 (in the warmest case). The highest sensitivity has been obtained considering the channel width equal to 0.15 µm with noise equivalent delta temperature (NEDT) values in the range from 0.045 to 0.560 K at surface temperatures ranging from 300 to 1000 K. Furthermore, data acquired by the multispectral MASTER (Modis ASTER) airborne simulator on Kilauea volcano (Hawaii), during the January/February 2018 campaign, were considered. The aim is to estimate lava flow/lake temperatures and to test the channel at 4.8 µm for retrieving CO2 emissions on volcanic craters.

How to cite: Romaniello, V., Spinetti, C., Silvestri, M., and Buongiorno, M. F.: Sensitivity studies of the 4.8 micron carbon dioxide absorption band for high temperature events, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4757, https://doi.org/10.5194/egusphere-egu2020-4757, 2020.

EGU2020-2701 | Displays | NH6.1

Assessing the RST_VOLC algorithm implementation on infrared Sentinel 3 SLSTR data

Alfredo Falconieri, Francesco Marchese, Giuseppe Mazzeo, Nicola Pergola, and Valerio Tramutoli

RSTVOLC is a multi-temporal algorithm developed for detecting volcanic hotspots that was successfully used to monitor active volcanoes located in different geographic areas exploiting both polar and geostationary satellite data. The algorithm runs operationally at the Institute of Methodologies for Environmental Analysis (IMAA) to monitor Italian volcanoes in near-real time by means of Advanced Very-High-Resolution Radiometer (AVHRR) and Moderate Resolution Imaging Spectroradiometer (MODIS) data. In this study, we assess the possible RSTVOLC implementation on data from the Sea and Land Surface Temperature Radiometer (SLSTR). The latter is a new generation sensor flying onboard the ESA (European Space Agency) Sentinel-3 mission, offering some spectral channels in the infrared bands particularly suited to identify high temperature surfaces such as lava flows. Here, we verify the RSTVOLC implementation on SLSTR data despite the absence of a multiannual time series of satellite records, by using synthetic spectral reference fields. Results achieved by investigating recent eruptions of Mt. Etna and Stromboli (Italy) volcanoes are presented and discussed.

How to cite: Falconieri, A., Marchese, F., Mazzeo, G., Pergola, N., and Tramutoli, V.: Assessing the RST_VOLC algorithm implementation on infrared Sentinel 3 SLSTR data, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2701, https://doi.org/10.5194/egusphere-egu2020-2701, 2020.

EGU2020-2939 | Displays | NH6.1

Spatiotemporal trends in flood hazards using MODIS time-series images in the Pearl River Basin (China)

Qiu Junliang, Yang Xiankun, and Paolo Tarolli

The Pearl River Basin (PRB), as one of the most prosperous and densely populated areas in China, is a flood-prone area in which huge casualties and big economic losses constantly happen. Therefore, it is of great importance for the study on the characteristics of flood hazards and spatiotemporal trends in the PRB. Based on Google Earth Engine, this study combined 913-phase Modis 8-Day composite (MOD09Q1.006) images with 30-meters SRTM DEM to monitor flood dynamics in the PRB from 2000 to 2019 using an integrated threshold method. The approach synthesized several key factors, including spectrum characters of water body, cloud and the slope (slope<1º) information derived from SRTM DEM. Moreover, Sentinel-1 images were used to validate the accuracy of flood inundation maps. The results indicated that, from 2000 to 2019, the flood inundation area in PRB expanded significantly, especially in the Pearl River Delta region. With the development of urbanization, the expansion of impervious surfaces would probably increase the probability of flood hazard.

How to cite: Junliang, Q., Xiankun, Y., and Tarolli, P.: Spatiotemporal trends in flood hazards using MODIS time-series images in the Pearl River Basin (China), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2939, https://doi.org/10.5194/egusphere-egu2020-2939, 2020.

EGU2020-5451 | Displays | NH6.1

River-landslide erosion interaction assessed through LiDAR and UAV SfM high-resolution DEMs, SAR and photogrammetry

Mihai Niculiță, Mihai Ciprian Mărgărint, Cosmin Ciotină, Nicușor Necula, Georgiana Văculișteanu, and Valeriu Stoilov-Linu

River erosion and landslides are linked geomorphic processes that shape landscapes representing natural hazards for human settlements, infrastructure, and heritage. Remote Sensing & GIS methods, and Earth Observation data allow us to study these geomorphic processes to asses their interactions and evolution. We present a study case of a representative landslide triggered by river incision and its evolution in the last 50 years. Aerial imagery and photogrammetry are used to asses the initial state of the hillslope, while LiDAR and SfM high-resolution DEMs allow us to characterize the evolution mechanism and geomorphic changes between 2012 and 2019. SAR interferometry results correlate well with the geomorphic change detection data. The river is incising through meander migration, its right bank being developed in the landslide basal part. The continuous erosion of the basal part of the landslide maintains an active landslide process, with a slow-moving rate, intensified mainly by rainfall. The landslide is a translational slide with scarp slumps. Crucial information about the gravitational mechanism is shown by the SAR and change detection data: crown extension, scarp cracking, scarp slumping, translational flow, allowing us to sketch up a pattern of river-landslide interaction that can be used to asses the hazard, vulnerability, and risk for the river-induced landslides from Northeastern Romania.

How to cite: Niculiță, M., Mărgărint, M. C., Ciotină, C., Necula, N., Văculișteanu, G., and Stoilov-Linu, V.: River-landslide erosion interaction assessed through LiDAR and UAV SfM high-resolution DEMs, SAR and photogrammetry, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5451, https://doi.org/10.5194/egusphere-egu2020-5451, 2020.

EGU2020-18196 | Displays | NH6.1

Application of precision technologies in geomorphology: analysis of the flash flood occurred in Sant Llorenç des Cardassar, Mallorca, October 2018

Joan Estrany Bertos, Maurici Ruíz-Pérez, Raphael Mutzner, Beatriz Nácher-Rodríguez, Miquel Tomàs-Burguera, Julián García-Comendador, Xavier Peña, Adolfo Calvo-Cases, and Francisco, J Vallés-Morán

A flash-flood event hit in the 9th October 2018 the northeastern part of Mallorca Island, causing 13 casualties. As global change may exacerbate devastating flash floods, comprehensive analyses of catastrophic events are crucial to support effective prevention and mitigation measures. Field-based, remote-sense and modelling techniques were used to evaluate rainfall-runoff processes at catchment scale linked to hydrological modelling. Continuous streamflow monitoring data revealed a peak discharge 442 m3 s−1 with an unprecedented runoff response (lag time, 15’). This very flashy behaviour triggered the natural disaster as a combination of heavy rainfall (246 mm in 10 h), karstic features and land cover disturbances in the Begura de Saumà River catchment (i.e., 23 km2). Topography-based connectivity index and geomorphic change detection were used as a rapid post-catastrophe decision-making tool, playing a key role during the rescue searching tasks. These hydrogeomorphological precision techniques were also applied in combination with Copernicus EMS and ground-based damage assessment illustrating with high accuracy the damage driving factors in the village of Sant Llorenç des Cardassar.  The incorporation of hydrogeomorphological precision tools during Emergency post-catastrophe operational has been revealed as a powerful tool. Then, the simple application of a geomorphometric index from easy-access LiDAR-based topographic data resulted in a rapid identification of deposition zones in the different compartments of a catchment helping in the search and rescue of missing persons. In addition, the evaluation of landforms signature by using UAVs effectively quantified the sediment deposits generated by the flash-flood and/or mobilised by the Emergency operational during the rescue searching tasks.

This work was supported by the research project CGL2017-88200-R “Functional hydrological and sediment connectivity at Mediterranean catchments: global change scenarios –MEDhyCON2” funded by the Spanish Ministry of Science, Innovation and Universities, the Spanish Agency of Research (AEI) and the European Regional Development Funds (ERDF)

How to cite: Estrany Bertos, J., Ruíz-Pérez, M., Mutzner, R., Nácher-Rodríguez, B., Tomàs-Burguera, M., García-Comendador, J., Peña, X., Calvo-Cases, A., and Vallés-Morán, F. J.: Application of precision technologies in geomorphology: analysis of the flash flood occurred in Sant Llorenç des Cardassar, Mallorca, October 2018, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18196, https://doi.org/10.5194/egusphere-egu2020-18196, 2020.

Soil mineralogy holds important information on the soil origin and development. Most common minerals in soils—quartz, clay minerals and carbonates—present fundamental spectral features in the longwave infrared (LWIR) region (8.0–12 μm range), whereas quartz is featureless in the optical region (0.4–2.5 μm range). A procedure for determining the soil surface mineralogy from hyperspectral LWIR data was used to assess the interaction with desert dust particles that accumulate on the soil surface during dust storms. Ground- and field-based hyperspectral LWIR images of different types of Israeli soils, before and after dispersion of desert dust-like material on the surface, were acquired with the Telops Hyper-Cam sensor, to calculate the surface emissivity spectra of soils, representing the surface mineralogy. Identifying mineral-related emissivity features and calculating their relative intensities, using two created indices―SQCMI (Soil Quartz Clay Mineral Index) and SCI (Soil Carbonate Index)―enabled determining the content of quartz, clay minerals, and carbonates in the soil in a semi-quantitative manner—from more to less abundant, and identifying changes in their abundance resulting from the dispersion of dust on the surface. The dust affected the mineral-related spectral features of the soil surface, depending on the mineral composition of the dust compared to soil surface mineralogy, and its amount. The ability to detect minor mineralogical changes on the soil surface using high spectral resolution LWIR data was demonstrated.

How to cite: Ben Dor, E., Notesko, G., and Weksler, S.: Application of hyperspectral remote sensing in the longwave infrared region technology for assessing the influence of settled desert dust particles on soil surface, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1821, https://doi.org/10.5194/egusphere-egu2020-1821, 2020.

EGU2020-4833 | Displays | NH6.1

Multi-scale observation of surface temperature on Parco delle Biancane and Sasso Pisano (Italy) sites: from space to proximal measurements

Malvina Silvestri, Enrica Marotta, Maria Fabrizia Buongiorno, Glynn Hulley, Vito Romaniello, Eliana Bellucci Sessa, Teresa Caputo, Pasquale Belviso, Gala Avvisati, Sergio Teggi, and Simon Hook

During the field campaign held on June 2018 at Parco delle Biancane and Sasso Pisano areas, near Grosseto (Italy), we have measured the surface temperature using data acquired by different sensors at different spatial resolutions: Earth Observation (EO) data from the ECOsystem Spaceborne Thermal Radiometer Experiment on Space Station (ECOSTRESS), Hyperspectral Thermal Emission Spectrometer (HyTES) airborne imaging data and thermal images acquired by the FlyBit drone. ECOSTRESS has five spectral bands in the range 8-12.5 μm and pixel size resolution (at nadir) of 69x38 m (2 pixels in cross track and 1 pixel in down track); HyTES is an airborne imaging spectrometer having 256 spectral channels in the range 7.5-12 μm and high spatial resolution (0.8 m for the June campaign); VUE PRO-R mounted on FlyBit drone acquires in the range 7.5-13.5 µm with a spatial resolution depending on the flight altitude (in this work the pixel size is about 0.25 m). In addition, the Sony Alpha 600 visible camera was mounted on the FlyBit drone to acquire a very high resolution optical images over the test site. Our goal is to test the possibility to integrate data at different observation scales and to use the proximal measurements to better understand the thermal structure of test sites, also related to the area morphology and to validate the methodology for estimating the surface temperature by using EO data.

How to cite: Silvestri, M., Marotta, E., Buongiorno, M. F., Hulley, G., Romaniello, V., Bellucci Sessa, E., Caputo, T., Belviso, P., Avvisati, G., Teggi, S., and Hook, S.: Multi-scale observation of surface temperature on Parco delle Biancane and Sasso Pisano (Italy) sites: from space to proximal measurements, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4833, https://doi.org/10.5194/egusphere-egu2020-4833, 2020.

EGU2020-19630 | Displays | NH6.1

Detecting change in Landsat time series with BFAST in the eastern Hindu Kush region

Saeed Akhtar Khan, Oliver Sass, and Cyrus Samimi

Environmental change is a trigger of land use change and possibly for migration in the eastern Hindu Kush mountains. Vegetation along the river valleys has undergone alterations by the impact of geomorphological processes and flood dynamics, but little research has been carried out to detect and map these changes. This study aims to close research gaps by detecting change within Landsat time series for the eastern Hindu Kush region.

The study area is approximately 25000 km² large and located in the highlands of northern Pakistan and eastern Afghanistan. It is part of upper Indus basin and is prone to natural hazards such as floods, glacial lake outbursts and landslides.

The opening of the United States Geological Survey (USGS) Landsat data archive in 2008 led to the development of several satellite image-based time series methods for change detection. Among them, Breaks For Additive Seasonal and Trend (BFAST) was developed in 2010 to detect changes in both trend and seasonal components of the time series. The BFAST tool iteratively decomposes the time series into trend, seasonal and remainder components. The changes in the trend component denote abrupt and gradual changes while changes in seasonal component represent phenological changes.  

In this study we use Landsat data in time series analysis to detect change by using BFAST. All available Surface reflectance derived data is accessed from the Landsat data archive of USGS (World Reference System-2, Path 151 and Row 35) for the years 1988 to 2019. Data is acquired from the corresponding scenes of Landsat 4-5 Thematic Mapper (TM), Landsat 7 Enhanced Thematic Mapper Plus (ETM+) and Landsat 8 Operational Land Imager (OLI). It is processed to Landsat Level-2 Surface Reflectance Product by USGS and therefore has already undergone geo-referencing, atmospheric correction and detection of clouds and shadow. Data have spatial and temporal resolutions of 30 m and 16 days respectively.

The BFAST approach was first tested on locations with a known history of change (e.g. floods) and then scaled up to the whole study area. The magnitude and timing of the change was detected and mapped for the study area. We expect that the findings of the research will benefit future local and regional risk studies.

How to cite: Khan, S. A., Sass, O., and Samimi, C.: Detecting change in Landsat time series with BFAST in the eastern Hindu Kush region, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19630, https://doi.org/10.5194/egusphere-egu2020-19630, 2020.

NH6.2 – SAR and InSAR for earth and environmental science research

Land subsidence and its subsequent hazardous effects on buildings and urban infrastructure are important issues in many cities around the world. The city of Uppsala in Sweden is undergoing significant subsidence in areas that are located on clay. Underlying clay units in parts of Uppsala act as mechanically weak layers, which for instance, cause sinking of the ground surface and tilting buildings. In this study, a Persistent Scatterer InSAR (PSI) analysis was performed to map the ongoing ground deformation in Uppsala. The subsidence rate measured with PSI was validated with precise leveling data at different locations. Two ascending and descending data sets were analyzed using SARPROZ software, with Sentinel-1 data from the period March 2015 to April 2019. After the PSI analyses, comparative permanent scatterer (PS) points and metal pegs (measured with precise leveling) were identified creating validation pairs. According to the PSI analyses, Uppsala was undergoing significant subsidence in some areas, with an annual rate of about 6 mm/year in the line-of-sight direction. Interestingly, the areas of great deformation were exclusively found on postglacial clay.

How to cite: Nilfouroushan, F. and Fryksten, J.: Analysis of Clay-Induced Land Subsidence in Uppsala City Using Sentinel-1 SAR Data and Precise Leveling, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7322, https://doi.org/10.5194/egusphere-egu2020-7322, 2020.

EGU2020-21356 | Displays | NH6.2

Monitoring dams structural stability from space using differential SAR interferometry

Antonio Miguel Ruiz-Armenteros, José Manuel Delgado-Blasco, Matus Bakon, Joaquim Joao Sousa, Francisco Lamas-Fernández, Antonio José Gil, Miguel Marchamalo-Sacristán, Vanesa Sánchez-Ballesteros, Juraj Papco, Beatriz González-Rodrigo, Milan Lazecky, and Daniele Perissin

Monitoring the deformation of large scale man-made structures is of vital importance for avoiding catastrophic loss of infrastructure and life. Many structures that require monitoring may span distances from few hundred meters, e.g. dams, to many tens of kilometers, e.g. dikes and levees. The widespread deterioration and some recent collapses of these man-made structures have highlighted the importance of developing effective structures monitoring strategies that can help identify structural problems before they become critical and endanger public safety. Moreover, the rapid pace of development has led to the establishment of a large number of linear-shaped structures such as reservoir dams. Spatial steadiness and operational security of these man-made facilities are becoming the focus of attention since deformation implies potential hazards or risks developing within or around these structures. Measuring and monitoring deformations of these man-made objects and structures is a key task of applied geodesy and geomatics engineering; however these deformation measurements techniques, though undeniably very accurate and reliable, are based on detecting the changes at specific points with the prior interest and investments in human resources or special equipment. The deformation monitoring schemes may vary greatly since they are targeted towards different deformation scenarios and mechanisms. In the last years, significant efforts have been undertaken by international researchers to find an efficient way for deformation monitoring of man-made structures. However, dams monitoring is still being a challenging task. In the case of dams, due to the high risk they represent, the supervision is regulated by national authorities. The main goal of the public supervision is to ensure a uniform high level of dams and appurtenant structures safety, and thereby to ensure that these structures are not posing a threat to life, property or the environment. Despite the fact that only little attention has been given to remote sensing technologies, the rapid development of space technology, occurred in the last decades, has allowed the detection of the displacement of Earth surfaces from space with high precision and unexpected benefits for Earth observation and related global studies. This progress has been possible thanks to microwave images obtained through Synthetic Aperture Radars (SAR) mounted on satellites and the development of Multi-Temporal Interferometry (MTI) techniques. MTI has the potential to support the development of new and more effective means of monitoring and analyzing the health of dams and add redundancy, at low cost, for their monitoring to support and assist warning systems. With SAR Interferometry specific dams can be monitored to identify and investigate targets with suspicious displacement on a monthly or weekly time-scale. As a result, timely identification of potential problems can help mitigate their impact on structural health and lower infrastructure rehabilitation costs.This paper presents the current status of RemoDams project, which is devoted to the monitoring of dam structural stability from space using satellite radar interferometry.

How to cite: Ruiz-Armenteros, A. M., Delgado-Blasco, J. M., Bakon, M., Sousa, J. J., Lamas-Fernández, F., Gil, A. J., Marchamalo-Sacristán, M., Sánchez-Ballesteros, V., Papco, J., González-Rodrigo, B., Lazecky, M., and Perissin, D.: Monitoring dams structural stability from space using differential SAR interferometry, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21356, https://doi.org/10.5194/egusphere-egu2020-21356, 2020.

EGU2020-3324 | Displays | NH6.2

Monitoring of levee breaching through remote sensing and artificial intelligence

Rosa Di Maio, Eleonora Vitagliano, and Rosanna Salone

The study of flooding events resulting from bank over-flooding and levee breaching is of large interest for both society and environment, because flood waves, resulting from levee failure, might cause loss of lives and destruction of properties and ecosystems. Understanding the subsoil mechanics and the fluid-solid interplay allows the stability condition estimate of dams, embankments and slopes and the development of early warning alarm systems. Changes in soil and hydraulic parameters are usually monitored by geotechnical and geophysical investigations that also provide the basic assumptions for developing hydraulic models. Nowadays, remote sensing approaches, including satellite techniques, are mainly used for flooding simulation studies. Indeed, remote sensing observations, such as discharge, flood area extent and water stage, have been used for retrieving flood hydrology information and modeling, calibrating and validating hydrodynamic models, improving model structures and developing data assimilation models. Although all these studies have contributed significantly to the recent advances, uncertainty in observations, as well as in model parameters and prediction, represents a critical aspect for using remote sensing data in the flooding defence. Compared to past and current methods for monitoring the fluvial levee failure, we propose a new procedure that provides a wide and fast alert system. The proposed methodological path is based on presumed relationships between ground level deformation and hydrological and surface soil properties, due to physical mechanisms and exhibited by geodetic and hydrological time series. The procedure is accomplished first through multi-methodological comparative analyses applied to geodetic, hydrological and soil-properties patterns, then through the mapping of the river zones prone to failure. Since the input consists of time series satellite-derived data, the geospatial Artificial Intelligence is applied for extracting knowledge from spatial big data and for increasing the performance of data computing. In particular, machine learning is initially developed for selecting the relevant geographical areas (i.e. rivers, levees and riverbanks) from large geo-referential datasets. Then, since the spatial-distributed points are also time-dependent, the trends of different datasets are compared point by point by selected analytical techniques. Finally, in accordance with the acquired knowledge from previous steps, the system extracts information on the correlation indexes in order to make sense of patterns in space and time and to identify hierarchic orders for the realization of hazard maps. The proposed method is “wide” because, unlike other direct surveys, it is able to monitor large spatial areas since it is based on satellite-derived data. It is also “fast” because it is based on the Earth’s surface observation and is not connected with Earth’s inland investigations (such as the geotechnical and geophysical ones) or with forecasting models (e.g. hydraulic and flooding simulations). Due to these peculiarities, the method can support flood protection studies and can be used for driving the localization of river portions prone to failure, where focusing detailed geotechnical and geophysical surveys.

How to cite: Di Maio, R., Vitagliano, E., and Salone, R.: Monitoring of levee breaching through remote sensing and artificial intelligence, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3324, https://doi.org/10.5194/egusphere-egu2020-3324, 2020.

EGU2020-4267 | Displays | NH6.2

Combining Sentinel-1A/B InSAR and high-resolution topography in the study of coastal megacities

Kristy Tiampo, Michael Willis, R. Steven Nerem, Heijkoop Eduard, and Johnson Joel

Today, the joint phenomena of rapid urbanization and population growth has resulted in an increase in the number of cities of over 10 million inhabitants, or megacities, worldwide.  While western megacities such as Los Angeles have been relatively stable in recent years, the developing world saw an increase from two to thirteen between 1975 and 2000 (http://www.igbp.net). In 2011, sixteen of the 23 global cities that fell into that category were coastal (UN-DESA 2012). Their growth is often coupled with unplanned urbanization and sprawl, with important effects on coastlines, demographics and ecosystems (Angel et al. 2011; Allison et al., 2016).  The associated risk is exacerbated by anthropogenic coastal subsidence processes and sea-level rise due to climate change, potentially increasing inundation, flooding, storm surges and infrastructure damage. Ground deformation phenomena, either uplift and/or subsidence, can arise from volcanic and tectonic processes, hydrocarbon exploitation, groundwater pumping and shallow compaction of sediments, particularly along coastal deltas. A better understanding of the processes affecting coastal megacities can be achieved through the combination of satellite and ground-based measurements.  Here we combine both high-resolution topography, in the form of optical digital surface models (DSMs), and differential interferometric synthetic aperture radar (DInSAR), to better characterize the effects of local and regional subsidence, coastal erosion, sea-level rise and urbanization in several megacities from around the developing world.   DInSAR time series from Sentinel-1A/B images, coregistered to high-resolution DSMs, are used to constrain local and regional ground deformation, while those same DSMs can be used to better model inundation due to sea level rise.  Here we present results for a number of cities, including but not limited to Mumbai, Lagos and Dhaka.

How to cite: Tiampo, K., Willis, M., Nerem, R. S., Eduard, H., and Joel, J.: Combining Sentinel-1A/B InSAR and high-resolution topography in the study of coastal megacities, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4267, https://doi.org/10.5194/egusphere-egu2020-4267, 2020.

EGU2020-18944 | Displays | NH6.2

Tools for fast analysis of InSAR based displacement maps

Oriol Monserrat, Anna Barra, Roberto Tomás, José Navarro, Lorenzo Solari, Gerardo Herrera, and Michele Crosetto

The use of satellite interferometry (InSAR) is exponentially growing for the detection and monitoring of geohazard related movements. InSAR technique allows to process large areas and to extract high number of displacement measurements at low cost. By the way, the outputs consist of high volumes of information whose interpretation can be complex and time-consuming, mostly for users who are not familiar with radar data. Moreover, the use of InSAR have been moving from local to national, and now we are going towards a European application. In this scenario, the development of methodologies and tools to automatize the extraction of significant information and to facilitate the interpretation of the results, is more and more needed in order to increase their operational use. In this work we present a series of tools developed in the framework of the projects DEMOS (CGL2017- 83704-P), Momit (S2R-H2020/777630), Safety (ECHO/SUB/2015/718679) and U-Geohaz (UCPM-2017-PP-AG/783169). The so-called ADA (Active Displacement Areas) tools have been developed with the aim of ease the management, the use and the interpretation of wide areas results. Starting from the semi-automatic extraction of the most significant Active Displacement Areas (ADAFinder tool) we move to an automatic preliminary assessment of the phenomena that is behind the detected movement (ADAClassifier tool). All these tools go in the same direction of the European Ground Motion Service (EU-GMS) project, which will provide consistent, regular and reliable information regarding natural and anthropogenic ground motion phenomena all over Europe.

How to cite: Monserrat, O., Barra, A., Tomás, R., Navarro, J., Solari, L., Herrera, G., and Crosetto, M.: Tools for fast analysis of InSAR based displacement maps, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18944, https://doi.org/10.5194/egusphere-egu2020-18944, 2020.

EGU2020-3148 | Displays | NH6.2 | Highlight

The European Ground Motion Service: a continental scale map of ground deformation.

Lorenzo Solari, Michele Crosetto, Joanna Balasis-Levinsen, Nicola Casagli, Michaela Frei, Dag Anders Moldestad, and Anneleen Oyen

Satellite radar interferometry is widely considered as one of the most robust and reliable techniques for ground motion monitoring at local scale and over wide areas. In the recent years, satellite radar interferometry has undergone a rapid evolution thanks to the launch of the Sentinel-1 constellation, to the refinement of algorithms, and to the increased computational capability offered by cloud computing platforms. All these factors allow for the development of national or regional services based on satellite interferometric data. Italy, Norway, Germany, Denmark, and the Netherlands are the first European countries working to develop their own Ground Motion Service (GMS) at regional or national scale. Each service has its own characteristics, defined by the user needs and by the deformation regimes to be captured: some GMS work at regional scale with a high update frequency while other capture ground motions with e.g. one-year update frequencies over the entire nation. These examples demonstrate the high demand for interferometric products as wide area mapping or monitoring tools which are a direct request from national/regional entities and administrations involved in e.g. geohazard risk management or infrastructures monitoring.

As of November 2016, the European Ground Motion Service (EGMS) Task Force laid the foundation for a new Copernicus service aimed to perform Sentinel-1-based ground motion monitoring which relies on satellite interferometric products at continental scale. The work of the EGMS Task Force led to the creation of the EGMS White Paper (https://land.copernicus.eu/user-corner/technical-library/egms-white-paper), which is considered the conceptual baseline for the EGMS. In 2017, the Copernicus User Forum and the Copernicus Committee unanimously approved the addition of the EGMS to the Copernicus Land Monitoring Service’s product portfolio. The European Environment Agency (EEA) was designated to be responsible for the Service implementation. The EGMS will provide consistent, regular, standardized, harmonized and reliable information regarding natural and anthropogenic ground motion phenomena over Europe. Moreover, the entire product portfolio will be freely available for every private or public user, following the Copernicus data access concept. The EGMS will stimulate a wider use of PSI products all around Europe. As such, it is expected to act as a baseline for those nations already having an operational GMS and as primary data for countries that do not.

How to cite: Solari, L., Crosetto, M., Balasis-Levinsen, J., Casagli, N., Frei, M., Moldestad, D. A., and Oyen, A.: The European Ground Motion Service: a continental scale map of ground deformation., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3148, https://doi.org/10.5194/egusphere-egu2020-3148, 2020.

The tremendous development of InSAR missions (e.g., Sentinel-1A/1B, ALOS-2, TerraSAR-X/TanDEM-X, COSMO-SkyMED, RADARSAT-2, and Gaofen-3) in recent years facilitates the study of smaller amplitude ground deformation using longer time series and over greater spatial scales. This poses new challenges for correcting interferograms for atmospheric (tropospheric) effects especially the dominant long wavelength effect and the spatial-temporal correlated topographic related effect, resulting the atmospheric effect being distance-dependent with larger interferograms experiencing greater contamination and preventing deformation mapping of large scales deformation phenomena such as inter-seismic tectonic strain accumulation, post-seismic relaxation of fault systems and Glacial Isostatic Adjustment (GIA). 
 
To overcome this, we have released the Generic Atmospheric Correction Online Service (GACOS) whose notable features comprise: (i) global coverage, (ii) all-weather, all-time usability, (iii) correction maps available in near real-time, and (iv) indicators to assess the correction performance and feasibility. The model applies operational high resolution ECMWF data (0.125-degree grid, 137 vertical levels, 6-hour interval) using an iterative tropospheric decomposition model and its performance for InSAR atmospheric correction was tested using globally-distributed interferograms, encompassing both flat and mountainous topographies, mid-latitude and near-polar regions, monsoon and oceanic climate systems, achieving a phase precision and displacement accuracy of approximately 1 cm for the corrected interferograms. Indicators describing the model’s performance including (i) ECMWF cross-RMS, (ii) phase-delay correlations, (iii) ECMWF time differences, and (iv) topography variations, were developed to provide quality control for subsequent automatic processing and provide insights of the confidence level with which the generated atmospheric correction maps may be applied. 
 
To further improve the performance of GACOS to better serve the InSAR community, a new generation (GACOS 2.0) is being developed by: (i) improving the temporal resolution by integrating the newly published 1-hour ERA-5 weather model and the 5-minute GPS tropospheric delay estimates; (ii) developing an API system to facilitate automatic data processing; and (iii) enhancing GACOS based on regional/local datasets (such as national weather model and regional GPS network). The ERA-5 product and global GPS tropospheric delay estimates are carefully validated in order to achieve a robust integration. Based on the globally distributed GPS network and the MODIS PWV product, the performance of GACOS 2.0 in different regions of the world is evaluated with its elevation and latitude dependency being concluded which could be served as another performance indicator. All these features will contribute to a simplified time series analysis method (i.e. relying less on spatial-temporal filters) to reduce the computational burden, provided that the majority of the atmospheric error has been mitigated by GACOS 2.0. 
 

How to cite: Yu, C. and Li, Z.: Towards a new generation of Generic Atmospheric Correction Online Service for InSAR (GACOS 2.0), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9307, https://doi.org/10.5194/egusphere-egu2020-9307, 2020.

Rapid mapping of the extent of the affected area as well as type and grade of damage after a landslide event is crucial to enable fast crisis response, i.e., to support rescue and humanitarian operations. Change detection between pre- and post-event very high resolution (VHR) optical imagery is the state-of-the-art in operational rapid mapping of landslides. However, the suitability of optical data relies on clear sky conditions, which is not often the case after landslides events, as heavy rain is one of the most frequent triggers of landslides. In contrast to this, the acquisition of synthetic aperture radar (SAR) imagery is independent of atmospheric conditions. SAR data-based landslide detection approaches reported in the literature use change detection techniques, requiring VHR SAR imagery acquired shortly before the landslide event, which is commonly not available. Modern VHR SAR missions, e.g., Radarsat-2, TerraSAR-X, or COSMO-SkyMed, do not systematically cover the entire world, due to limitations in onboard disk space and downlink transmission rates. Here, we present a fast and transferable procedure for mapping of landslides in vegetated areas, based on change detection between pre-event optical imagery and the polarimetric entropy derived from post-event VHR polarimetric SAR data. Pre-event information is derived from high resolution optical imagery of Landsat-8 or Sentinel-2, which are freely available and systematically acquired over the entire Earth’s landmass. The landslide mapping is refined by slope information from a digital elevation model generated from bi-static TanDEM-X imagery. The methodology was successfully applied to two landslide events of different characteristics: A rotational slide near Charleston, West Virginia, USA and a mining waste earthflow near Bolshaya Talda, Russia.

How to cite: Plank, S. and Martinis, S.: Combined analysis of polarimetric SAR data and optical imagery for rapid landslide mapping in vegetated areas, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1301, https://doi.org/10.5194/egusphere-egu2020-1301, 2020.

Monitoring of slow landslide movement on a local scale with Interferometric Synthetic Aperture Radar (InSAR) observations can provide long-term deformation information and assist in identifying failure triggers. We combined three different tracks of satellite radar images spanning 12 years from ALOS-1 PALSAR-1, ALOS-2 PALSAR-2, and Sentinel-1 to assess the evolution of a landslide in Bolivia where the village of Independencia lies at the slope foot. For ALOS-1 PALSAR, SAR data was acquired on 15 dates during the period from 28 February 2007 to 11 March 2011 in ascending mode. For ALOS-2 PALSAR-2, eight acquisitions between 07 October 2015 and 29 November 2017 were available in ascending mode. The low temporal resolution of ALOS images makes the detection of deforming signal difficult though the L-band data captures more coherent pixels on vegetation areas than C-band. Sentinel-1 data with a minimum time interval of six days from 16 October 2014 to 08 September 2019 (144 images) is collected and processed to recover the dynamic behaviour of the landslide movement.

To explore the sensitivity of different InSAR time series analysis methods on revealing the deformation pattern of the landslide, we respectively used Persistent Scatterer Interferometry (PSI), Small Baseline Subset (SBAS) algorithm and Distributed Scatterer Interferometry (DSI) based on phase eigenvalue-decomposition to process the mentioned multiple satellite radar observations. Overlapping valid pixels from these three methods share similar temporal evolution while SBAS and DSI trace more measurement points than PSI in spatial distribution. Preliminary results show that the village central exhibits extremely slow movements (<= 10 mm/yr) with seasonal oscillation. The north edge of the village in the middle of the landslide body retains stable until 2018. Deformation time series after early 2018 perform an acceleration from about 5 mm/yr to 15 mm/yr. Such acceleration may result from artificial irrigation activities, precipitation or internal landslide reactivation, and we expect to collect more ground evidence to interpret the acceleration. To conclude, the failure risk of this landslide is relatively higher since 2018 and is more noteworthy than before.

How to cite: Song, C., Li, Z., Utili, S., and Yu, C.: Twelve-Year Landslide Risk Assessment in Villa de Independencia, Bolivia, with Sentinel-1 and ALOS-1/2 InSAR Observations, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20193, https://doi.org/10.5194/egusphere-egu2020-20193, 2020.

EGU2020-18234 | Displays | NH6.2

On the influence of soil moisture on intra-annual peat soil dynamics as observed from SAR amplitude and phase data

Falco Bentvelsen, Floris Heuff, Susan Steele-Dunne, Wolfgang Wagner, Raphael Quast, and Ramon Hanssen

Polders in the western Netherlands are often covered by pastures. Around 30 percent of the pastures are situated on peat soils, which are artificially drained. Consequently, the exposure to oxygen leads to a decomposition (oxidation) of the material and desiccation leading to shrinking. This results in a decadal subsidence, up to a few centimeters per year, which causes increasingly severe socio-economic impact. However, this long-term subsidence signal has a high spatial variability due to local soil morphology, and possibly high intra-annual temporal variability which is caused by precipitation and evaporation. The problem is that there are currently no geodetic methods that can reliably measure these soil dynamics over wide areas and with high temporal revisits.

Here we show how Sentinel-1 SAR interferometry (InSAR) can potentially be used to estimate the surface displacements, given prior information on precipitation and temperature. We observe intra-annual dynamics of surface elevation which seem to be one order of magnitude stronger than the decadal long-term subsidence. InSAR surface elevation measurements show  discontinuities (hysteresis) in late summer and early autumn due to strong vegetation and changes in temperature and precipitation patterns. As soil moisture variability appears to be the main driving mechanism for the observed surface elevation dynamics, we investigate whether we can use the amplitude of the identical SAR acquisitions to estimate the soil moisture directly, to reduce the dependency on external precipitation and temperature data.

The analysis is performed on time series of the European Space Agency’s Sentinel-1 mission. Subsidence and upheaval are estimated using a novel InSAR algorithm, which was specially designed for peat soil dynamics. The surface elevation dynamics are compared to surface soil moisture estimates from Sentinel-1 amplitude  data. Soil moisture is retrieved from backscatter time series using a first-order radiative transfer model (RT1) developed at TU Wien. This model describes the scattering behaviour of both soil- and vegetation by using linear combinations of idealized scattering distribution functions. Clay Soil swelling and subsidence are likely influenced by soil layers much deeper than those associated with the surface soil moisture estimates. Therefore, the subsidence estimates are also compared to Soil Water Index (SWI) derived from the surface soil moisture product. This is considered an indicator of moisture availability in the top 100 cm. These results show that the same complex SAR data acquisitions can be used simultaneously, but independently, for estimating soil moisture and for estimating surface elevation dynamics. An integrated application is proposed and evaluated for further exploration.

How to cite: Bentvelsen, F., Heuff, F., Steele-Dunne, S., Wagner, W., Quast, R., and Hanssen, R.: On the influence of soil moisture on intra-annual peat soil dynamics as observed from SAR amplitude and phase data, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18234, https://doi.org/10.5194/egusphere-egu2020-18234, 2020.

EGU2020-17944 | Displays | NH6.2

Continental scale SBAS-DInSAR processing for the generation of Sentinel-1 deformation time series within a cloud computing environment: achieved results and lessons learned

Riccardo Lanari, Manuela Bonano, Sabatino Buonanno, Francesco Casu, Claudio De Luca, Adele Fusco, Michele Manunta, Mariarosaria Manzo, Giovanni Onorato, Giovanni Zeni, and Ivana Zinno

The Sentinel-1 constellation of the Copernicus Program already represents a big revolution within the Earth Observation (EO) scenario. This result is mainly due to the capability of this constellation to acquire huge volumes of SAR data all over the globe, with a wide spatial coverage, a short revisit time (12 or 6 days in the case of one or two operating satellites, respectively), and a free and open access data policy. In particular, the availability of such a large amount of SAR data acquired through the TOPS mode, characterized by a short “orbital tube” (with a 200m nominal diameter) and a specific design for ensuring differential SAR interferometry (DInSAR) applications, has opened the possibility to investigate Earth surface deformation phenomena at unprecedented spatial scale and with a high temporal rate.

 

Among several advanced DInSAR algorithms, a widely used approach is the Small BAseline Subset (SBAS) technique, which has already proven its effectiveness to investigate surface displacements with centimeter- to millimeter-level accuracy in different scenarios. Moreover, a parallel algorithmic solution for the SBAS approach, referred to as Parallel Small BAseline Subset (P-SBAS), has been recently developed. This approach permits to generate, in an automatic and unsupervised way, advanced DInSAR products by taking full benefit from parallel computing architectures, such as cluster, grid and, above all, cloud computing infrastructures.

 

In this work we present the results of a DInSAR experiment, based on the P-SBAS approach, carried out at the European scale. In particular, we exploited the entire available Sentinel-1 dataset collected through the TOPS acquisition mode between March 2015 and September 2018 from descending orbits over large part of Europe. Moreover, the overall analysis wasbcarried out by using the Copernicus Data and Information Access Services (DIAS) and, in particular, those provided by the ONDA DIAS platform, which was selected through a public tender. This activity, carried out as stress test of the EPOSAR service included in the Satellite Data Thematic Core Service of the EPOS infrastructure, permitted to investigate the DIAS capacity to operationally serve systematic and automatic DInSAR processing services, such as the one based on the P-SBAS approach.

 

Our experiment was successfully completed, allowing the retrieval of the deformation time-series of the overall investigated area with the final products having the main characteristics summarized in the following:

 

  • Exploited Sentinel-1 data: ~72.000
  • Covered Area: ~4.500.000 km2
  • Coherent (multilook) SAR pixels: ~120.000.000
  • Final products pixel dimension: ~80 m
  • Time elapsed: ~6 months

 

The presented discussion will highlight the main pros and cons of the exploited solution for such wide area DInSAR experiment. Moreover, the analysis of the achieved results will also show the high quality of the retrieved DInSAR results, that can be of interest for the Solid Earth scientific community, and the potentially positive impact of the presented solution for what concerns the future development of the European Ground Motion Service.

This work is supported by: the 2019-2021 IREA-CNR and Italian Civil Protection Department agreement; the H2020 EPOS-SP project (GA 871121); the I-AMICA (PONa3_00363) project; and the IREA-CNR/DGSUNMIG agreement.

How to cite: Lanari, R., Bonano, M., Buonanno, S., Casu, F., De Luca, C., Fusco, A., Manunta, M., Manzo, M., Onorato, G., Zeni, G., and Zinno, I.: Continental scale SBAS-DInSAR processing for the generation of Sentinel-1 deformation time series within a cloud computing environment: achieved results and lessons learned, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-17944, https://doi.org/10.5194/egusphere-egu2020-17944, 2020.

The exploitation of ever increasing Interferometric Synthetic Aperture Radar (InSAR) datasets to monitor the Earth surface deformation is an important goal of today’s geodesy. Surface geodetic deformation observations are often the result of the combination of a multitude of sources (either volcano-tectonic deformation associated with seismic events, post-seismic relaxation, aseismic transients, long-term creep loading, magma intrusions or non-tectonic deformation associated with hydrological loads, poroelastic rebound, anthropic activity and various sources of noise). In this regard, we are facing a so-called Blind Source Separation (BSS) problem. Natural approaches to tackle BSS problems are those multivariate statistical techniques which attempt to decompose the dataset into a limited number of statistically independent sources, under the assumption that the different physical mechanisms underlying the observations have independent footprints either in space or time. Multiple algorithms have been proposed to separate the various independent sources, and here we show the capabilities of a variational Bayesian Independent Component Analysis (vbICA) algorithm. In particular, we show through synthetic test cases its superiority with respect to other commonly used multivariate statistical techniques like the Principal Component Analysis (PCA) and the FastICA algorithm. Application of vbICA to InSAR time series from European Space Agency (ESA) Sentinel-1 satellite in the Central Valley and on the Central San Andreas Fault segment, California, spanning the time range 2015-2019, shows that the algorithm provides a viable way to separate elastic and inelastic deformation in response to the aquifer charge/discharge as well as creeping signal from seasonal loading.

How to cite: Gualandi, A. and Liu, Z.: Variational Bayesian Independent Component Analysis for InSAR displacement time series with application to California, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19567, https://doi.org/10.5194/egusphere-egu2020-19567, 2020.

EGU2020-1709 | Displays | NH6.2

Development of a land deformation model from InSAR: combination with heterogeneous geodetic measurements in the Latrobe Valley (Australia) test site

Mick Filmer, Paul Johnston, Thomas Fuhrmann, Matt Garthwaite, and Alex Woods

Deformation of the Earth’s surface affects the maintenance of geodetic infrastructure and its reference frame to support e.g., construction, mineral exploration, telecommunications, and environmental monitoring. As the land deforms, the 3D coordinates of each position will change within the reference frame. Monitoring these changes is particularly challenging for local deformation occurring between GNSS continuously operating reference stations (CORS), as it is not directly measured. Hence, a deformation model to correct for this deformation is required, using radar interferometry (InSAR) to measure localised deformation occurring between the sparse GNSS CORS. The Australian Intergovernmental Committee for Surveying and Mapping’s (ICSM’s) Permanent Committee on Geodesy has recently identified the need for such a deformation model, leading to a project to develop a prototype deformation model combining radar interferometry with other geodetic measurements.

We present the first stage of this project where these data are analysed in the Latrobe Valley study area (south east Australia), where we have used 2.7 years (2015-2018) of Sentinel-1 and ~4 years (19 scenes; 2007-2011) of ALOS PALSAR SAR data to provide estimates of line of sight (LOS) velocity and uncertainties. Time series from five local GNSS CORS have been reprocessed in a consistent reference frame (ITRF2014) giving 3D velocities and uncertainties to which the InSAR time series are referenced. The InSAR rates are converted from LOS to vertical within the ITRF2014 reference frame so that the results are comparable to other geodetic measurements. Repeat levelling measurements from 1980 and 2015 and periodic (non-continuous) GNSS measurements were included for 2015.9 - 2018.5, which provided complementary information to constrain the rates in the study area in both time and space. We test methods to combine these data that relate to different time periods, spatial location, temporal and spatial frequency. We find that all of the data contribute to our understanding of deformation in the Latrobe Valley:  GNSS data shows temporal variations at specific sites, InSAR gives information about the spatial variation in deformation, periodic GNSS provides information at additional spatial locations but at limited points in time, and levelling extends the time series several decades into the past. Subsidence rates approaching 30 mm/yr are found near an open cut mining pit, but the deformation is non-linear in time and space across the study area, adding to the challenge of modelling the deformation where the geodetic observations are sparse. An important outcome of the project is to determine which types of observations best constrain the deformation model and how much new data is required.

How to cite: Filmer, M., Johnston, P., Fuhrmann, T., Garthwaite, M., and Woods, A.: Development of a land deformation model from InSAR: combination with heterogeneous geodetic measurements in the Latrobe Valley (Australia) test site, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1709, https://doi.org/10.5194/egusphere-egu2020-1709, 2020.

EGU2020-11395 | Displays | NH6.2 | Highlight

Using InSAR to asses rock glacier movement in the Uinta Mountains, Utah

George Brencher, Alexander Handwerger, and Jeffrey Munroe

Rock glaciers are perennially frozen bodies of ice and rock debris that move downslope primarily due to deformation of internal ice. These features play an important role in alpine hydrology and landscape evolution, and constitute a significant water resource in arid regions. In the Uinta Mountains, Utah, nearly 400 rock glaciers have been identified on the basis of morphology, but the presence of ice has been investigated in only two. Here, I use satellite-based interferometric synthetic-aperture radar (InSAR) from the Copernicus Sentinel-1 satellites to identify and monitor active rock glaciers over a 10,000 km2 area. I also compare the time-dependent motion of several individual rock glaciers over the summers of 2016-2019 to search for relationships with climatic drivers such as precipitation and temperature. Sentinel-1 data from the August-October of 2016-2019 are used to create 79 interferograms of the entire Uinta range and are processed with the NASA/JPL/Stanford InSAR Scientific Computing Environment (ISCE) software package. Temporal baselines of intrayear interferograms range from 6-72 days. We use average velocity maps to generate an active rock glacier inventory for the Uinta Mountains containing 196 active rock glaciers. Average rock glacier velocity is 3 cm/yr in the line-of-sight direction, but individual rock glaciers have velocities ranging from 0.3-15 cm/yr. Rock glacier speeds do have a seasonal component, and were fastest in August across all years. One rock glacier reached a speed of 40 cm/yr over a 12 day interval from August 5 to August 17 of 2017. Preliminary results suggest that active rock glaciers are found at altitudes 10 m higher on average than inactive and relic rock glaciers identified in the previous inventory. Rock glacier movement did not accelerate between 2016 and 2019, suggesting that rock glaciers in this part of the Rocky Mountains are not speeding up over time. Our results highlight the ability to use satellite InSAR to monitor rock glaciers over large areas and provide insight into the factors that control their kinematics.

How to cite: Brencher, G., Handwerger, A., and Munroe, J.: Using InSAR to asses rock glacier movement in the Uinta Mountains, Utah, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11395, https://doi.org/10.5194/egusphere-egu2020-11395, 2020.

For a multi-look polarimetric synthetic aperture radar (POLSAR) image, each pixel corresponds to a polarimetric coherency matrix. Model-based incoherent polarimetric decomposition is a technique which is widely used to analyze multi-look POLSAR data. Traditional model-based incoherent polarimetric decomposition algorithms have some inherent drawbacks such as negative power components, polarimetric information loss, and non-model-based decomposition results. This study tries to completely interpret a polarimetric coherency matrix by the incoherent sum of four scattering mechanisms. Therefore, the proposed algorithm can be regarded as a new type of model-based incoherent polarimetric decomposition. All the four scattering models are firstly derived with polarimetric symmetry. The four scattering models correspond to surface scattering, double-bounce scattering, volume scattering and helix scattering, respectively. Then a new four-component model-based incoherent decomposition algorithm is found. After extracting the helix scattering component and the maximum possible volume scattering component, the remaining coherency matrix is decomposed into two components with an orientation angle difference of 45°. With the new algorithm, most pixels of a real POLSAR image can be completely decomposed into four components which are exactly consistent with helix scattering, volume scattering, surface scattering, and double-bounce scattering, respectively. Moreover, the proposed decomposition algorithm fully utilizes the polarimetric information, and all scattering component powers are nonnegative. Experiments with E-SAR, RADARSAT-2, and GF-3 data are presented to illustrate the effectiveness of analyzing the scattering mechanisms of real terrain targets with the proposed decomposition algorithm. The proposed decomposition algorithm is also compared with classic four-component model-based incoherent polarimetric decomposition algorithms.

How to cite: An, W. and Lin, M.: The Interpretation of a Polarimetric Coherency Matrix with Four Scattering Models Considering Polarimetric Symmetry, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2538, https://doi.org/10.5194/egusphere-egu2020-2538, 2020.

On June 17, 2019, an Ms 6.0 earthquake occurred in Changning, Sichuan, China (the Changning event), which is the largest earthquake within 50 km of the area since records began. It has attracted great attentions as this region is one of the largest shale gas production areas in China. The cause, the fault structure, and the earthquake effects remain the center of debates.

Using Interferometric Synthetic Aperture Radar (InSAR) data, we measure the coseismic deformation and build the fault models of the Changning event and two earlier Ms>5.0 earthquakes (P1:2018/12/16 Ms5.7 and P2:2019/1/3 Ms5.3) using Sentinel-1 and ALOS2 satellite data. From the coseismic interference of ALOS2, the deformation caused by P1, P2, and the Changning event as well as some of their aftershocks can be clearly identified. The deformation caused by the Changning event affects an area of about 150 km2 and the surface deformation is mainly uplift with a maximum of 17.2 cm (towards the satellite). We obtain two fault models for the Changning event. The model inclining southwest has a smaller fitting error than the model inclining northeast and is more consistent with the distribution characteristics of aftershocks and local underground structure. The final model shows that the Changning event was caused by a fault with left-lateral strike and thrust slip. The strike is 124.9° with a dip angle of 49.8°. The inversed seismic moment is 4.79×1017 Nm, corresponding to Mw 5.75.

On the basis of the fault models, we analyze the cause of the Changning earthquake from the following three aspects: (1) Stress change. The cumulative stress change of P1 and P2 on the Changning event fault is less than 0.1 MPa, which is too small to trigger an Ms 6.0 earthquake. Therefore, there is no direct triggering relationship between the Changing event and event P1 or P2. (2) Aftershock distribution. The aftershocks of the Changning event are negatively correlated with time. The Time-Number curve of the aftershocks well obeys the Omori-type aftershocks law. It is inconsistent with the characteristics of a triggered or induced earthquake which has more pre-earthquakes and rapidly decreasing aftershocks. (3) Tectonic backgrounds. The movement of the Changning earthquake fault is accord with the local tectonic motion. Moreover, the causative fault we inferred coincides with a fault located in the basement, which was found by the seismic reflection profile analysis. The fault in the basement is likely to be related to the Changning earthquake.

Therefore, there is no direct evidence showing that the Changning earthquake was induced by shale gas production or other human activity. We consider that the event is a naturally tectonic earthquake.

How to cite: Gao, H., Liao, M., Xu, W., and Liu, X.: Was the 2019 Ms6.0 Changning earthquake in Sichuan, China caused by human activities? —— Analysis of fault structure and seismogenic mechanism based on InSAR, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3291, https://doi.org/10.5194/egusphere-egu2020-3291, 2020.

Valleys in the epicentre of Wenchuan Earthquake (Sichuan Province, China) are severely subjected to landside risks partially due to the persistent influences of the serious earthquake in 2008. Without enough regionally in-situ monitoring measures, the method of multi-temporal, differential interferometric synthetic aperture radar (D-InSAR) provides an efficient to monitor the surface subsidence and thus the landslide vulnerability. In this study, we used the Sentinel Satellite Images (2015-2018) to extract the subsidence information along river valleys near the Wenchuan Earth epicentre, which was well validated by the in-situ observation of one GPS station (RSME=1.6 cm, p<0.01). Our results showed the persistent ground subsidence (1.5 mm yr-1, p<0.01) at many places, which was also related to terrain aspect besides to the well-proved conditions of slope, vegetation cover and soil layer. This fact that implied the terrain aspect should be taken into accounts in landside vulnerability analyses, because precipitation is locally more abundant in windward places. Results emphasized the higher vulnerability of landslide in summer, which could be attributed to more precipitation during summer in the study area. Our study extracted over 100-km valleys (and especially ~50 places) with high landslide vulnerability (subsidence rate > 1.20 mm yr-1), which should be paid high-prior careful attentions so as to avoid potential geological disasters.

How to cite: Zhang, W.: Detecting the landslide vulnerability in the epicentre of Wenchuan Earthquake via SBAS-InSAR method, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3907, https://doi.org/10.5194/egusphere-egu2020-3907, 2020.

EGU2020-4806 | Displays | NH6.2

Derivation of 3D deformation fields for the 2019 Ridgecrest Earthquakes (USA) based on Sentinel-1 TOPS data

Roland Horvath, Balint Magyar, and Ambrus Kenyeres

The advances of Sentinel-1 SAR data, like its open access policy and short revisit time, gives an outstanding opportunity to conduct in-situ mapping of large scale deformations. After the requisite calibrations and corrections (radiometric, terrain), geocoding, coregistration and phase unwrapping; the unwrapped phase can be converted to Line-of-site (LOS) displacements. Although it gives a characteristic picture of the investigated phenomena only in one-dimension, but to obtain tree-dimensional (East/North/Up – ENU) deformation, it requires a more complex approach.

To obtain the complete tree-dimensional displacement field, both ascending and descending LOS displacements shall be retrieved. As well as, the corresponding unit-vector of LOS look-vectors and its parallel, along-track azimuth vector in the direction of the azimuth offsets, from the SAR sensor to all measurements (pixel) in ENU format. This lead to four observations with different incident angles for each measurements, which can be generalized as an over-determined inverse problem. The estimated model vector of the complete tree-dimensional displacement can be obtained, if the Jacobi-matrix can be represented as the look-vectors in ENU basis and the observation vector as LOS deformations acquired from the unwrapped phase of the interferogram. Then the over-determined linear equation system can be solved in the L2 norm via the Gaussian Least Squares (LSQ) approach combined with Singular Value Decomposition (SVD).

Demonstrating the aforementioned, we present the continuation of DInSAR results of the two strike-slip earthquakes between 2019.07.04-06. with foreshock MW =6.5 and mainshock M W =7.1 in the Eastern Californian Shear Zone near Ridgecrest (US).

How to cite: Horvath, R., Magyar, B., and Kenyeres, A.: Derivation of 3D deformation fields for the 2019 Ridgecrest Earthquakes (USA) based on Sentinel-1 TOPS data, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4806, https://doi.org/10.5194/egusphere-egu2020-4806, 2020.

EGU2020-5334 | Displays | NH6.2

Monitoring Three Gorge Area Landslide currently movement by Mutilplatform SAR Interferometry

Tao Li, Yangmao Wen, Lulu Chen, and Jinge Wang

Three Gorge area landslide hazards developed very fast after the Dam started to impound the water since 2007. There were lots of research literatures concentrated on the Badong Huangtupo Landslide area for the whole city center had to change its position in 2009. Several literatures used Envisat SAR images time series to monitoring the surface deformation from 2008~2010. The results showed good consistent with the water level changes and precipitation.  The high resolution TerraSAR Spotlight images had been used to monitoring the Shuping landslide and Fanjiaping landslide area in Zigui country from 2009~2012,the InSAR results showed good details of the landslide boundary and deformation rate with DInSAR technology.

This paper studies several landslide area in the Three Gorge by InSAR technology in the past few years, such as Huangtupo, Huanglashi , Daping and  Baiheping landslide area , etc. al . The high resolution SAR images covered Badong and Wushan area have been collected, including the Sentinel-1, TerraSAR, RadarSAT-2, ALOS-2 SAR images. The high resolution topography in those landslide area have been collected both by UAV lidar and high resolution topography map.

The Huangtupo landslide area changed a lot in the past 3 years with the buildings ruins cleared and red soil covered by the local government. The time series results by Sentinel data in this area shows the big changes but could not derive reasonable deformation results.

Three Gorges Research Center for Geo-hazards (TGRC) of China University of Geosciences(CUG) built the Badong field test site in Huangtupo landslide area. This test site is composed with a tunnel group and a series of monitoring system including the inside sensors, surface deformation monitoring sensors and so on. In this paper, we mounted several new designed dihedral corner reflectors on the Huangtupo landslide area for high precision deformation monitoring by InSAR. Both the  ascending and the  descending orbit data of RadarSAT-2 high resolution SAR image  and TerraSAR Spotlight images have been collected in this field.

The preliminary results from those new acquiring SAR data series show that the traditional landslide area such as Huanglashi , Daping, Baiheping are all moving slowly with good coherence in SAR image series.  The poor vegetation coverage in those landslide area helped to get the credible  InSAR results. The high resolution DEM is the critical elements for the DInSAR techniques in those landslide area. The steep  topography in those landslide area distorted the SAR images correspondingly.

Our results shows that it is possible to use ascending and descending high resolution SAR images to monitor the landslide area with mm level precision, while the vegetation is not so dense. High resolution SAR interferometry helped a lot for the landslide boundary detection and detailed analysis. The lower resolution SAR images such as Sentinel-1 still could provide some deformation results in landslide area, but it need more auxiliary data to interpret the results.

How to cite: Li, T., Wen, Y., Chen, L., and Wang, J.: Monitoring Three Gorge Area Landslide currently movement by Mutilplatform SAR Interferometry, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5334, https://doi.org/10.5194/egusphere-egu2020-5334, 2020.

EGU2020-5608 | Displays | NH6.2

SAR Imaging Geodesy with Electronic Corner Reflectors (ECR) and Sentinel-1 – First Experiences

Xanthi Oikonomidou, Michael Eineder, Christoph Gisinger, Thomas Gruber, Markus Heinze, and Vasiliki Sdralia

SAR imaging geodesy is a new technique in the field of geodesy and remote sensing that enables the 3D localization of specifically designed radar targets. The absolute 3D position of a radar target in the ITRF can be estimated by means of least squares adjustment, when combining at least two sets of radar coordinates extracted from SAR images and the corresponding orbital arcs given by precise orbit determination. The installation of permanent radar targets allows for long-term position monitoring, making the technique a particularly interesting candidate for displacement and height change observations. While the principle of geodetic positioning with SAR is well-established, the selection of the radar target suitable for an application is subject to discussion. Parameters to be considered are the resolution of the radar images which can be provided by satellites like Sentinel-1 or TerraSAR-X, the size of the radar target with respect to the image resolution, the required localization accuracy of the selected application, and possible environmental and/or technical limitations at the installation site. Two main categories of artificial radar targets can be identified: passive reflectors and active transponders. Examples of passive reflectors that have been tested at geodetic observatories are corner reflectors, octahedron reflectors and tophats, while an example of active transponders is the experimental Electronic Corner Reflector (ECR).

The poster illustrates the first results acquired from the testing of ECRs operating in C-band, and their 3D localization using the IW medium resolution products of Sentinel-1A and 1B. The operation principle, the installation and mounting options, and the use of the ECRs as a small and portable alternative to passive reflectors are additionally discussed.

How to cite: Oikonomidou, X., Eineder, M., Gisinger, C., Gruber, T., Heinze, M., and Sdralia, V.: SAR Imaging Geodesy with Electronic Corner Reflectors (ECR) and Sentinel-1 – First Experiences, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5608, https://doi.org/10.5194/egusphere-egu2020-5608, 2020.

Rapid evaluation of building earthquake disaster information is of great significance for earthquake emergency rescue. Although polarimetric SAR has rich polarimetric information, there are still clear texture information in polarimetric SAR that could not be ignored, especially the intact artificial buildings show regular texture features in the image, and the texture distribution in the collapsed building area is disordered, so combining the texture information can also extract the building information well. In this paper, the full polarization SAR data of Yushu area in 2010 is taken as the research object, and the building area in SAR image is extracted by using the volume scattering component PV in Yamaguchi decomposition. On this basis, the intact building area and collapsed building area are extracted based on the variogram value. Comparing and analyzing the result with the intact building area is extracted by using the secondary scattering component PD in Yamaguchi decomposition. Finally, verified the accuracy by combing the optical remote sensing image after the earthquake, the extraction accuracy of intact buildings is 80.18%, collapsed buildings is 84.54%, and road water system is 77.58%.

Firstly, buildings and non-buildings are distinguished in SAR image. 100 sample matrixes are selected in building area and non-building area on PV component image respectively. After calculating the mean value of sample matrixes, the threshold values of building and non-building area are obtained based on the minimum error, and the building area and non-building area are extracted respectively according to the threshold values. Secondly, in the building area, the sample matrix of intact buildings and collapsed buildings is selected to calculate the variograms value, and then the variograms curve is drawn. When the range a = 11, the variograms value of the building area is calculated, and the FCM algorithm is used to extract the calculation results of intact buildings and collapsed buildings respectively; In order to compare and analyze the classification results, based on PD component, use K-means algorithm to extract intact buildings and the collapsed building areas are extracted separately, and the results are compared with the results based on the variogram texture feature method. Finally, the intact buildings and collapsed buildings extracted are calibrated and the extraction accuracy is calculated by combining the Google Earth historical image.

At the end of this paper, the shortcomings of extraction results based on Yamaguchi four component decomposition method and variogram method are discussed, and the idea of combining geographic information data to further improve the accuracy of earthquake damage assessment is proposed.

How to cite: Zhai, W., Xiao, X., and Zhang, H.: Building Damage Information Extraction From Fully Polarimetric SAR Images Based on Variogram Texture Feature , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7235, https://doi.org/10.5194/egusphere-egu2020-7235, 2020.

EGU2020-10510 | Displays | NH6.2 | Highlight

InSAR techniques to determine mining-related deformations using Sentinel-1 data: the case study of Rydułtowy mine in Poland.

Kamila Pawłuszek-Filipiak and Andrzej Borkowski

Since launching Sentinel 1 satellites, the European Space Agency has been providing a huge amount of repeated SAR data. Thanks to 6-days revisiting time, it creates a perfect possibility for the monitoring of ground deformation, caused by underground mining activity, by using Differential SAR interferometry (DInSAR).

Because, DInSAR exploits single interferometric SAR pairs, the accuracy of this technique is limited by spatial and temporal decorrelation and atmospheric artifacts. To minimize the atmospheric influence on DInSAR results, we investigated precipitation and relative humidity data acquired from the Institute of Meteorology and Water Management (IMGW). Theoretically, the summed atmospheric LOS errors due to relative humidity for 106 ascending and 112 descending images are -3.5 cm and 7,5 cm, respectively.  In fact, we observed that there is a moderate correlation between precipitation/relative humidity and “bad” acquisition in relatively small study area. Nevertheless, we were able to remove 33 ascending and 15 descending images from the queue of consecutive DInSAR. Finally, it allowed to estimate up to 1m subsidence in the period of 1 Jan 2017–8 Oct 2018 in the Rydułtowy mine located in the southwest part of the Upper Silesian Coal Basin (USCB), Poland.

To evaluate our DInSAR accuracy due to atmospheric artefacts, we decided to compare the results with “atmospheric-free” results acquired by SBAS technique. SBAS separates diverse interferometric components that correspond to deformation, topographic error, atmospheric error, and orbital errors.

The Root-Mean-Square Error (RMSE) has been calculated between SBAS and DInSAR for selected subsidence profiles. The maximal RMSE was found to be 3.6 cm and 4.1cm for ascending and descending LOS displacements, respectively. This shows that DInSAR cannot be used for monitoring millimeter-level deformation. On the contrary, it can be effectively used to assess quick nonlinear deformations reaching several decimeters /year such as in the presented study case.

How to cite: Pawłuszek-Filipiak, K. and Borkowski, A.: InSAR techniques to determine mining-related deformations using Sentinel-1 data: the case study of Rydułtowy mine in Poland., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10510, https://doi.org/10.5194/egusphere-egu2020-10510, 2020.

EGU2020-10549 | Displays | NH6.2

Surface Deformation in Northeast Italy by using time series InSAR techniques with Sentinel-1 data

Giulia Areggi, Cristiano Tolomei, Lorenzo Bonini, and Giuseppe Pezzo

Geodetic data provide useful information on surface deformation over long period of time. Applying time series methods to geodetic data, several phenomena were studied. In particular, the potentials of geodetic data were exploited to detect and measure slow tectonic signals such as interseismic strain accumulation. During the interseismic period, when the faults are locked, an accumulation of deformation can occur in response to active tectonic stresses. Considering that such energy can be released through earthquakes, the estimation of surface deformation and the long-term strain rate reveals itself a useful approach for seismic hazard investigations. In this study, we used remote sensing Synthetic Aperture Radar data to evaluate the ground deformation in the Southeastern Alps (Northeastern Italy), an area characterized by an active convergent regime (Adria plate motion is ~ 2mm/yr) as well as several active tectonic structures. We used SAR images provided by Sentinel-1A/B satellites spanning the 2015-2019 temporal interval by applying the multi temporal Small Baseline Subset Interferometry (SBAS) technique. The method is based on a combination of a large number of interferograms characterized by small temporal and geometric baseline in order to reduce decorrelation effects and increase the spatial coverage over the area of interest. The outcomes consist of displacement time series and a mean ground velocity map for each coherent pixels with respect to the satellite Line-of-Sight (LoS). Some detected patterns can be attributed to subsidence phenomena, affecting the plain in the area under analysis, and due to the compaction of the sediments.

How to cite: Areggi, G., Tolomei, C., Bonini, L., and Pezzo, G.: Surface Deformation in Northeast Italy by using time series InSAR techniques with Sentinel-1 data, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10549, https://doi.org/10.5194/egusphere-egu2020-10549, 2020.

EGU2020-11185 | Displays | NH6.2

Geometry of surface deformations caused by induced shocks in the area of underground copper exploitation

Karolina Owczarz, Anna Kopeć, and Dariusz Głąbicki

The level of intensity of induced seismic phenomena occurring in areas of mining activity is very diverse. Induced shocks may be directly related to the exploitation carried out or to mining and tectonic factors. In the case of impact on the surface, two types of mining tremors are distinguished: energetically weak shocks, not causing surface deformation, and shocks exceeding a certain energy level, which cause terrain deformations. Surface displacements are the most common form of the effects of underground mining operations, including induced seismicity. Geological research uses Sentinel-1 imagery to determine the geometry of surface displacements that were caused by induced shocks by satellite radar interferometry. In this research four induced shocks with magnitude M>4.0 was used, which occurred in the Legnica-Glogow Copper District in the Rudna mine. This area is one of the most seismically active places in Poland due to the underground exploitation of copper ore. For calculations, the differential satellite radar interferometry (DInSAR) method was used. The DInSAR technique allowed the determination of surface displacement towards the Line of Sight (LOS) between two images acquired at different times (before and after induced shock) with millimeter accuracy. In the presented research calculations were carried out separately for observations acquired in descending and ascending orbits. The Sentinel-1 satellites are a constellation of two radar satellites that observe the surface of lands and oceans at a time interval of 6 days. Therefore, 6 days, 12 days, 18 days and 24 days were assumed as the time intervals between the images. Vertical displacements were calculated based on the generated LOS displacement maps. In addition, charts of subsidence in the N-S and W-E directions were prepared, 3D models of subsidence were made, and deformation geometry was analyzed for individual shocks. As a result of the research, the spatial extent of deformation in the horizontal surface was determined: N-S and W-E, which in both directions was over 2 km. However, surface displacements caused by induced shocks reached values up to 10 cm.

How to cite: Owczarz, K., Kopeć, A., and Głąbicki, D.: Geometry of surface deformations caused by induced shocks in the area of underground copper exploitation, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11185, https://doi.org/10.5194/egusphere-egu2020-11185, 2020.

The work focuses on time series analysis application through the high temporary resolution imagery from the SENTINEL 1A/1B mission. The analysis of surface subsidence in open pit mining area was performed by the selected InSAR approach - small baseline InSAR. This methodology allows for continuous monitoring of the mining area. The study was performed in the 700 km^2 mining area of the PGE GiEK KWB Belchatow mine in Central Europe (Area Of Interest, AOI). The SAR imageries acquired by the SENTINEL 1A/1B satellite for the 124-descending track in two years period - 10.2015 and 01.2017 have been used in the analysis. The post-proceed satellite LOS (Line of Sight) displacement indicates vertical changes of the surface within the dumping and excavation area. The analyzed AOI shows total subsidence of ca. -500 mm, whereas the excavation area shows a trend of terrain uplift ca. +250 mm during the analyzed periods. The presented processing pathway allows for the early detection of landslides in near real-time. Future work will focus on the accuracy assessment of analyzed data and detection of horizontal displacements of the AOI.

How to cite: Wajs, J. and Milczarek, W. J.: Detection of surface subsidence using SAR SENTINEL 1A imagery and the short baseline InSAR method – a case study of the Belchatow open pit mine, Central Poland., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11226, https://doi.org/10.5194/egusphere-egu2020-11226, 2020.

EGU2020-11930 | Displays | NH6.2

Tectonic Deformation and Surface Processes of the Tibetan Plateau Constrained by Time Series Analysis of Sentinel-1 InSAR Data

Robert Zinke, Gilles Peltzer, Eric Fielding, Simran Sangha, David Bekaert, and Susan Owen

We quantify deformation patterns resulting from tectonic motions and surface processes across the central Tibetan Plateau (29–45ºN, 83–92ºE) since late 2014 using ascending and descending passes of the Sentinel-1A and -1B radar satellites. The broad spatial extent of these data (> 106 km2), fine spatial resolution (originally 90 m pixels, resampled to 270 m pixels), and high rate of temporal sampling (12–24-day orbit repeat time) offer unprecedented resolution of surface deformation in space and time. To process such an extensive data set – including more than 100 dates and 300 interferograms per track thus far – we leverage the Advanced Rapid Imaging and Analysis (ARIA) standardized interferometric synthetic aperture radar (InSAR) products and toolbox. We construct time series of surface deformation constrained from our Sentinel-1 interferograms using the small baseline subset approach implemented by the Miami InSAR time series software in Python (MintPy). Our preliminary results from three Sentinel-1 orbits (two descending and one ascending; each comprising 10 frames along track) allow us to quantify deformation in the satellite lines of sight. Combinations of ascending and descending track measurements are used to approximate east-west and vertical ground velocities. The resulting velocity fields will provide a more complete and accurate picture of interseismic strain accumulation rates across active faults in the region such as the Altyn Tagh and Kunlun faults, and allow us to study surface processes such as permafrost active layer dynamics and isostatic adjustment due to lake level changes in unparalleled scope and detail.

How to cite: Zinke, R., Peltzer, G., Fielding, E., Sangha, S., Bekaert, D., and Owen, S.: Tectonic Deformation and Surface Processes of the Tibetan Plateau Constrained by Time Series Analysis of Sentinel-1 InSAR Data , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11930, https://doi.org/10.5194/egusphere-egu2020-11930, 2020.

EGU2020-12625 | Displays | NH6.2

Activities of Musan Mine observed by Sentinel-1 Coherence Imagery

Jihyun Moon, Heejeong Seo, and Hoonyol Lee

Musan mine in North Korea is the largest open-pit iron mine in Asia with the proved reserves of about 2.06 billion tons and more than 9 square kilometers. Open-pit mining is one of the surface mining technique extracting minerals from the surface. Vegetation is rarely distributed at the mining site because the topsoil is removed and the ore is mined directly from the surface. Therefore, it is effective to observe surface displacement at the mining site using Interferometric Synthetic Aperture Radar (InSAR) technology. InSAR coherence detects random surface change that measures the activity or stability of the interferometric phase of InSAR data. High coherence will be maintained on the surface where there is no movement and only surface scattering. On the other hand, the surface where there is a lot of movement and volumetric scattering has low coherence value. Therefore, using 12-days InSAR coherence images from Sentinel-1 satellites, for example, it is possible to analyze how active the open-pit mine is during the 12 days. Sentinel-1A satellite images were acquired from June 11, 2015 to May 24, 2016, followed by Sentine-1B satellite images from September 27, 2016 to April 21, 2019. A total of 102 SAR images were downloaded from European Space Agency (ESA) portal. There is a gap between May 24 and September 27, 2016 due to the transition of the data acquisition plan. Over 100 12-days coherence data were obtained by applying InSAR. Stable spots and target spots were selected through average and standard deviation of the entire coherence time series data. Coherence values include not only the mining activity but also the effects of perpendicular baseline, temporal baseline, and weather. Therefore, NDAI (Normalized Difference Activity Index) was newly defined to remove the noise and only the coherence value due to the influence of the mining activity was extracted. The degree of activities can be observed by the time series coherence and NDAI images. This study needs other references related to mining activities in order to analyze the mining activities in more detail. This method can be applied to other open-pit mine.

How to cite: Moon, J., Seo, H., and Lee, H.: Activities of Musan Mine observed by Sentinel-1 Coherence Imagery, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12625, https://doi.org/10.5194/egusphere-egu2020-12625, 2020.

EGU2020-13659 | Displays | NH6.2

Resolving 3D coseismic deformation of the 2019 Mw 7.1 Ridgecrest earthquake using radar and optical data

Carolina Canizares, Mahdi Motagh, and Mahmud Haghshenas Haghighi

Measurements of surface displacement have been used in order to learn about seismic cycles, volcanoes, and other tectonic and non-tectonic processes. Ideally, the requirements to obtain useful measurements associated with seismic cycles are related to having a good spatial and temporal resolution, as surface deformation can occur in expected and unexpected faults, and in time intervals which vary from seconds (e.g. earthquake) to hundreds of years or even more (interseismic deformation).

Nowadays, satellite imagery provided by Synthetic Aperture Radar (SAR) or optical satellites fulfills those two aspects. Satellite images can cover large areas so that the fault rupture can be partially or totally visible. The problem of the radar technique is that for large earthquakes with surface rupture it cannot provide displacement maps in the near-field of the fault due to the large displacement gradient which causes phase decorrelation. Moreover, it is less sensitive to the horizontal displacement than vertical displacement. On the other hand, the main advantage of radar observing technique over the optical one is that the waves, emitted from a pulse-generating device, propagate through the atmosphere with almost no signal loss. This means that radar techniques operate under all weather conditions. Additionally, radar sensors are active, providing their own energy source, while optical are passive sensors that depend on external energy sources. Considering the benefits and the drawbacks of both sensing techniques, the opportunity of combining them helps the determination of a three-dimensional displacement field, illustrating a complete map of a seismic event.

In consequence, the objective of this study is to provide a methodology, using radar (Sentinel-1) and optical (Sentinel-2) data, that leads to the determination of the three-dimensional displacement field associated with the 7th of July 2019, Mw 7.1 Ridgecrest earthquake. The interferometric and offset tracking processing were computed using SNAP and GAMMA software, respectively, and for ascending and descending tracks products. For the optical data, cross-correlation using MicMac software was applied so that the displacement in the same area of interest was also derived. After obtaining the displacement for radar and optical data independently, a Least Square Adjustment (LSA) allowed to properly combine them considering the associated weight of each observation and finally compute the three-dimensional decomposition. Finally, it was possible to have a fully covered ground displacement measured from radar and optical sensors, and to better analyze the behavior of the tectonics in the area of study.

How to cite: Canizares, C., Motagh, M., and Haghshenas Haghighi, M.: Resolving 3D coseismic deformation of the 2019 Mw 7.1 Ridgecrest earthquake using radar and optical data, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13659, https://doi.org/10.5194/egusphere-egu2020-13659, 2020.

EGU2020-13856 | Displays | NH6.2

Determination of vertical and horizontal displacements of mining areas using the DInSAR and SBAS methods

Dariusz Głąbicki, Anna Kopeć, Wojciech Milczarek, Natalia Bugajska, and Karolina Owczarz

Human activity, in particular mining operations are the cause of terrain changes, manifesting on the terrain surface in form of subsidence troughs. Presence of subsidence troughs in inhabited areas may be the cause of significant damage to the structure of buildings, roads and other man-made objects. Both vertical and horizontal terrain displacements occuring inside the trough could be the reason for deterioration of mentioned objects. Hence the need to measure the impact of mining activity on the terrain surface. Current measurement techniques used to determine terrain displacements include GNSS, leveling and SAR interferometry. One of the limitations of interferometric measurements is that displacement values are in the satellites Line-of-Sight (LOS). The fact that the values are only quasi-vertical causes an ambiguity when it comes to determining whether the dominating component of displacement is vertical or horizontal. Projecting the one-dimentional LOS motion to the vertical direction using only the incidence angle can cause significant errors if the magnitude of horizontal motion is considerable. However, the specific 3-dimentional diplacement components can be derived using different acquisition geometries. In order to determine all 3 components (horizontal North-South, East-West and vertical Up-Down), 3 different viewing geometries have to be used so that the equation can be solved. However, the North-South component can be neglected due to low sensitivity of Sentinel-1 SAR instrument to displacement in that direction. Following that, 2 different viewing geometries can be sufficient to derive the East-West and vertical components.

The aim of the study is to determine how mining activity affects the surface in terms of both horizontal and vertical displacements. Radar pairs from Sentinel-1 ascending and descending orbit were used to create interferograms, based on which LOS displacement fields were calculated. The North-South and East-West components of displacement were solved through the inversion of the linear equation system based on incidence angles, headings and LOS displacements of ascending and descending radar pairs.

The horizontal and vertical components were determined for differential interferograms obtained with the DInSAR method using Sentinel-1 imagery, as well as for time series displacement fields derived from the Small Baseline Subset (SBAS) approach over selected mining areas in Poland. The results have shown that data from ascending and descending orbits can be successfully merged in order to obtain both the horizontal (East-West) and vertical components of displacement over mining areas. Obtained values of displacements from both DInSAR and SBAS have confirmed that areas affected by mining activity are under the influence of changes in height, as well as shifts in horizontal direction. Thus it is important to take into consideration multiple acquisition geometries when it comes to studying deformations over mining areas.

How to cite: Głąbicki, D., Kopeć, A., Milczarek, W., Bugajska, N., and Owczarz, K.: Determination of vertical and horizontal displacements of mining areas using the DInSAR and SBAS methods, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13856, https://doi.org/10.5194/egusphere-egu2020-13856, 2020.

EGU2020-13861 | Displays | NH6.2

Phase unwrapping issue in DInSAR measurements in the aspect of surface displacements on the mining areas

Anna Kopeć, Dariusz Głąbicki, Wojciech Milczarek, Natalia Bugajska, and Karolina Owczarz

InSAR become more and more popular technique for monitoring mining excavation influence on terrain surface. Nowadays, research on the accuracy of InSAR measurements focuses on impact of external factors on SAR signal and process of phase unwrapping. SAR interferogram include information about a displacement in wrapped form – modulo 2π. Demodulation of phase (phase unwrapping) enable to restore true phase values and then correct interpretation of acquired information. Poor quality of data (low coherency) and large surface deformations cause phase discontinuities that make unwrapping process difficult and may generate incorrect results. Underground mining excavation, especially shallow or inducing seismic activity, may lead to large and abrupt surface displacements. Majority of unwrapping algorithms assume that the difference between any two adjacent samples in the continuous phase signal should not exceed a value of π. However, this assumption may be incorrect for large and abrupt surface displacements and lead to errors in the phase unwrapping and then to determination of incorrect values of surface displacements. Studies were conducted for areas where both natural and mining-induced seismic shocks occurred. DInSAR technique was used to create interferograms. Phase unwrapping processes were performed using Statistical-Cost, Network-Flow Algorithm for Phase Unwrapping (SNAPHU) for conventional parameters, modified discontinuity parameters and taking into account theoretical shock models (Mogi model). Research allowed to determine the impact of abrupt, large displacements on the phase unwrapping process.

How to cite: Kopeć, A., Głąbicki, D., Milczarek, W., Bugajska, N., and Owczarz, K.: Phase unwrapping issue in DInSAR measurements in the aspect of surface displacements on the mining areas , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13861, https://doi.org/10.5194/egusphere-egu2020-13861, 2020.

EGU2020-13862 | Displays | NH6.2

Long-term Changes in the Surface Area in the Surroundings of the Open-cast Brown Coal Mine in Bełchatów (Poland)

Natalia Bugajska, Wojciech Milczarek, Anna Kopeć, and Dariusz Głąbicki

Satellite radar interferometry, in particular time series techniques, allow to monitor the activity of the surface of vast areas, making them a complement and alternative to traditional geodetic methods, the use of which in such areas is often associated with significant restrictions. The above-mentioned areas definitely include open-cast mines, among others the analyzed Bełchatów Brown Coal Mine (Poland).
During the studies, 216 satellite images acquired from the Sentinel-1A and Sentinel-1B satellites (path 175) for the period from October 17, 2014 to June 11, 2019 were used. Due to the fact that the research area was on two adjacent stages, it was necessary to combine data for the correct performance of the calculation process. The use of the SBInSAR imaging processing algorithm allowed to generate 839 interferograms carrying information about the difference in interferometric phases between pairs of images which satisfy the condition of the boundary size of the spatial and temporal base. As a consequence, it allowed to determine the displacements in the direction of the electromagnetic beam LOS (Line of Sight) that occurred in the mining area during this period.
Based on the carried out calculations, significant activity of the area around the open-pit mine was perceived. Dumping ground were analyzed - external Szczerców Fields and internal Bełchatów Fields, as well as excavations where mineral extraction is currently taking place. Continuous deformations (depressions and uplifts) associated with intensively conducted mining exploitation and complicated geological and mining conditions occurring in this area were observed (arrangement of rock layers, faults, the Dębina salt debris separating the Bełchatów Field from the Szczerców Field).

How to cite: Bugajska, N., Milczarek, W., Kopeć, A., and Głąbicki, D.: Long-term Changes in the Surface Area in the Surroundings of the Open-cast Brown Coal Mine in Bełchatów (Poland), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13862, https://doi.org/10.5194/egusphere-egu2020-13862, 2020.

EGU2020-19679 | Displays | NH6.2

Seasonal active landsliding and hillslope activity in the southern Central Andes of NW Argentina

Mohammad M.Aref, Bodo Bookhagen, Taylor T. Smith, and Manfred R. Strecker

The eastern Central Andes of northwestern Argentina is characterized by a steep topographic gradient with elevations ranging from 1000m in the foreland to more than 6000m in the eastern Andean Cordillera. This setting furthermore shows high topographic relief with deeply incised river valleys that are frequently impacted by strong rainfall events driven by the South American monsoon. Additionally, a strong vegetation cover contrast from dense coverage in the low elevation foreland to sparse coverage at high elevation defines the environmental gradient in this area. This area is impacted by several types of hillslope instabilities and landsliding: at some high elevations above 5000m hillslope instability are related to solifluction processes, whereas shallow and deep seated landsliding affect geologically preconditioned areas.

Here we use a combination of different radar sensors and wavelengths to describe the 3D deformation signal of instable hillslopes: TerraSAR-X, Sentinel-1, and ALOS2. To mitigate the tropospheric delay from InSAR measurements, phase-based and weather model approaches are applied to improve the spatial and temporal variations of displacement signals.  We use persistent and small baseline subsets (SBAS) category of distributed scatterer approaches to derive deformation fields and we invert for 3D deformation fields using several look angles in combination with GNSS data under different assumptions including that the horizontal component has a motion parallel to the downhill slope. We analyze Line-of-sight (LOS) time series and combine deformation fields with temperature and rainfall measurements to better understand driving forces of high-elevation hillslope instabilities We describe two deep-seated landslides with downslope velocities exceeding 5-10 cm/yr and we exploit image-cross correlation techniques of optical data to monitor seasonal and inter-annual changes. The periodic changes of InSAR deformation and temperature time series show freeze-thaw processes of the active layer thickness of the permafrost areas at elevations exceeding 5000m. We document that deep-seated, fast moving landslides are related to geologic preconditioning. The combination of SAR and optical approaches helps to describe hillslope regimes in steep and difficult to access terrain.

How to cite: M.Aref, M., Bookhagen, B., T. Smith, T., and R. Strecker, M.: Seasonal active landsliding and hillslope activity in the southern Central Andes of NW Argentina, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19679, https://doi.org/10.5194/egusphere-egu2020-19679, 2020.

Sanjiangyuan, as the Chinese ‘water tank’, is located in Qinghai province, China. It is the fountainhead of yellow river, Yangzi river and Lancang river. Therefore, it’s extraordinary valuable to the environment of China and Asia. The continuous permafrost spreads widely in this area. With the global warming process, the degradation of permafrost becomes faster and consequently changes the distribution of vegetation and hydrological cycle.

In this study, we use Persistent Scatterer InSAR (PSI) technique to efficiently detect the seasonal settlement around Elin lake and Zhaling lake, which are the main parts of Sanjiangyuan region. The subsidence was analyzed by processing 56 Sentinel-1 SAR images from 2015 to 2019 using SNAP and StaMPS. The results were then inverted to derive the corresponding active layer thickness over this region. Moreover, in order to investigate the detailed influence of degradation on infrastructures, we analyzed 3m resolution TerraSAR-X images in StripMap mode from May to October 2015 to get the heterogeneous subsidence along the Gonghe-Yushu road. Results indicate mean subsidence rates exceeding 4 cm/yr along the Gonghe-Yushu road .

 

 

How to cite: Ma, D., Motagh, M., and Liu, G.: Permafrost degradation monitoring by InSAR at different spatial resolution in Sanjiangyuan region, China, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20173, https://doi.org/10.5194/egusphere-egu2020-20173, 2020.

EGU2020-21040 | Displays | NH6.2

Detection and deformation monitoring of landslides by InSAR: applications along Jinsha River, China

Ruya Xiao, Yongsheng Li, Chen Yu, Zhenhong Li, and Xiufeng He

In recent years, massive landslides and the related secondary hazards such as the dammed lakes occurred in the mountainous areas of southwestern China, e.g., the Wenchuan earthquake-triggered landslide dammed lake at Tangjiashan in 2008 and the Jinsha River Baige landslide in October and November 2018 near the junction of Sichuan and Tibet Province, has attracted wide attention of the geoscience community. Geologists and disaster scientists have recognized the important role of remote sensing technology in the early detection and deformation monitoring of geohazards. Some leading countries, such as Italy and Norway, have completed nationwide InSAR monitoring projects and the results have been well applied in the field of geohazards prevention and monitoring.
We applied InSAR technology in the detection and deformation monitoring of geological hazards in the Jinsha River, mainly including 1) General survey: the mean deformation rate from InSAR stacking with atmospheric corrections conducted for a wide-range area would be helpful to narrow down the area of detailed investigation, as well as to initially establish a geological hazard inventory. 2) Detailed investigation: For potential geohazards delineated in the general survey, or the areas require special attention, multi-temporal, multi-band and high-resolution InSAR should be utilized. The exhaustive deformation time series and the retrospect results provide information for geologists to carry out risk assessments. 3) Field monitoring: For the key areas, or in the rapid response for hazards, ground-based radar equipment can be used to carry out monitoring work to quickly obtain deformation over a relatively large area of interest in a short period of time.
In this work, we will provide general survey results of landslides on the scale of hundreds of kilometres along the Jinsha River, as well as detailed results of InSAR time series analysis of Baige Landslide, Woda Landslide, and some other potential landslide failures with rapid moving trends. The deformation monitoring results of Baige landslide using ground-based radar after the first failure will also be included in this work. Finally, we will also list several challenges at this stage and the possible solutions.

How to cite: Xiao, R., Li, Y., Yu, C., Li, Z., and He, X.: Detection and deformation monitoring of landslides by InSAR: applications along Jinsha River, China, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21040, https://doi.org/10.5194/egusphere-egu2020-21040, 2020.

EGU2020-21059 | Displays | NH6.2

Monitoring and prediction of mining settlement based on time series InSAR and GA-SVR

Jie Li and Yun Shi

Subsidence due to coal mining is an increasingly prominent concern in the management of the coalfields. Jharia coalfields, Jharkhand are the oldest and one of the largest coalfields in India. Due to poor management of the coal mines in the past, land subsidence due to coal fires has become a common phenomenon in Jharia. Throughout the year, several factors such as coal fires, seepage of rainwater into mines, and illegal settlements above the abandoned mines contribute to the mining-induced subsidence. Due to such varied causes, subsidence in mining areas is temporally and spatially irregular. Traditional techniques using GPS, leveling, and total station are tedious, time-consuming, and can measure subsidence only on a point basis.

From the past few years, Interferometric Synthetic Aperture Radar (InSAR) has become a powerful tool to calculate and monitor the land subsidence. Persistent Scatterer Interferometry (PSI) is an advanced time-series interferometry technique, which calculates temporal deformation rates at mm scale with the help of stable pixels in the dataset referred to as Persistent Scatterers. The study aims at the detection and estimation of land subsidence in Jharia coalfield, Jharkhand, India, using the Persistent Scatterer Interferometry (PSI) technique. We used 30 C Band Sentinel-1 SAR images acquired in TOPSAR mode for a period of two years from 2017 to 2019, captured in a descending direction. Data acquired during the dry season are preferred to ensure good coherence. Potential subsidence zones are identified and demarcated using the Differential Interferometry technique in SNAP. PSI analysis is carried out using the StaMPS method. High temporal decorrelation due to the surrounding agricultural land cover and atmospheric interference are significant challenges for the PSI analysis in mining areas. The temporal baseline is adapted accordingly to reduce de-correlation. Atmospheric interference is removed using the TRAIN toolbox using the GACOS correction model. The results show an average subsidence rate in Jharia coal mines of approximately 4 cm/yr. Among the 23 underground mines in Jharia, 6 mines are subsiding at the maximum rate of 12 cm/yr. We identified subsidence in several small coal mines in multiple locations surrounding settlements and agricultural areas that can lead to contamination of groundwater when collapsed. Kustore underground mine covering an area of 1.2 sq. km is the largest subsidence zone in the study area just 200 meters away from the settlements.

How to cite: Karanam, V. K. R., Motagh, M., and Jain, K.: Land Subsidence In Jharia Coalfields, Jharkhand, India – Detection, Estimation And Analysis Using Persistent Scatterer Interferometry, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21118, https://doi.org/10.5194/egusphere-egu2020-21118, 2020.

EGU2020-21138 | Displays | NH6.2

Land Subsidence in Delhi, India investigated using Sentinel-1 InSAR measurements

Shagun Garg, Mahdi Motagh, and Indu Jayaluxmi

Groundwater induced land subsidence is a growing problem worldwide and has been documented in places like Mexico, Jakarta, Tehran, and China. India is the largest user of groundwater and pumps more than the USA and China combined. The National capital region(NCR) of India, due to rapid urbanization and illegal extraction, is facing severe groundwater depletion of the order of 0.5m-2m per year and is declared as a critical zone by the government of India. The looming crisis of groundwater depletion and supporting hydrogeology makes this region prone to land surface deformation.

Monitoring subsidence by conventional methods such as extensometers, leveling, hydrogeology modeling, and GPS requires precise field measurements and are time-consuming. With the advent of Interferometry, monitoring deformation precisely from the microwave sensors onboard satellite is possible. In our study, we demonstrate the result of the Persistent Scatterer InSAR (PS-InSAR) technique to monitor the subsidence in the Delhi NCR region using Sentinel -1 Interferometric wide swath (IW) mode. Descending pass datasets are used to identify the PSs over the study area. Fifty-six differential interferograms from Aug 2016 to Sep 2018 are formed after removing flat earth and topographic phase using SRTM 30m DEM. The PS-InSAR processing is done using Stanford Method for Persistent Scatterers (StaMPS), where an amplitude threshold index of 0.4 is selected for Initial PS candidate. The PS points are the stable targets which do not decorrelate much over time.  The deformation is calculated for all these PS points and a time series, and hence a velocity map is formed.

The rate of deformation in Southwest Delhi is found to be approximately 15 cm/year (max) in the radar line of sight direction. The in-situ data provided by the Central groundwater board (CGWB) India is not consistent and has many gaps. However, after applying Spatio-temporal interpolation, it follows the decreasing trend of Land subsidence which suggests that the groundwater extraction is the major cause for the subsidence in the southwest region of NCR during the observed period i.e., from 2016 -2018.

How to cite: Garg, S., Motagh, M., and Jayaluxmi, I.: Land Subsidence in Delhi, India investigated using Sentinel-1 InSAR measurements, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21138, https://doi.org/10.5194/egusphere-egu2020-21138, 2020.

EGU2020-21582 | Displays | NH6.2

Lake Mead and Hoover Dam monitoring in Nevada and Arizona states, USA using InSAR

Mehdi Darvishi, Georgia Destouni, and Fernando Jaramillo

Man-made reservoirs and lakes are key elements in the terrestrial water system. The increased concern about the impact of anthropogenic interventions on and the dynamics of these water resources has given rise to various approaches for representing human-water interactions in land surface models. Synthetic aperture radar interferometry (InSAR) has become a powerful geodetic tool for this purpose, by evidencing changes of ground and water surfaces across time and space. In this research, the Lake Mead and associated Hoover Dam are studied using Small Baseline Subset (SBAS) technique. Lake Mead is the largest reservoir in the United States, in terms of water capacity, supplies water and hydropower for millions of people in Las Vegas, Los Angeles and southwestern part of the USA. In recent years, rising temperature, increasing evaporation and decreasing precipitation have decreased water levels substantially, and probably modified its surrounding groundwater and surface as well.

This study aims to identify a hydrology-induced ground deformation around the lake Mead and a probable Hoover dam movement displacement. For the reservoir, we used the SBAS technique using 138 SAR data, including ERS1/2, Envisat, ALOS PALSAR and Sentinel-1, covering a time-spam between 1995 and 2019. For the analysis on the dam, we used the SBAS technique from 2014 to 2019 with descending and ascending modes of Sentinel-1A/B imageries. We found two main deformation patterns around the lake associated with the water level changes. Firstly, ERS and Sentinel-1 data evidenced a ground deformation that manifested itself as as a subsidence pattern in 1995 that has gradually changed into an uplift up to 2019. Secondly, the correlation trend between the deformation and water level changes has changed from negative to positive, with a transition point around March 2008. A possible interpretation for this is that the ground has initially reacted to the water fluctuations in the reservoir before March 2008 but after no longer plays a dominant role in the deformation occurring around the lake. The findings will help us to have a better understanding over the changes happened around the lake due to the water level changes and provide the valuable information for more effective management and maintenance of hydraulic structures and facilities near by the lake and water control in the future.

How to cite: Darvishi, M., Destouni, G., and Jaramillo, F.: Lake Mead and Hoover Dam monitoring in Nevada and Arizona states, USA using InSAR, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21582, https://doi.org/10.5194/egusphere-egu2020-21582, 2020.

EGU2020-22428 | Displays | NH6.2

Ground deformations associated with underground coal-mining observed by Sentinel-1 SAR images in vegetated area

Yonghong Zhang, Hong’an Wu, Yong Luo, Yonghui Kang, and Hongdong Fan

Coal is the largest energy source for China, and over 90% coal production in China is from underground mining. However, underground mining usually trigger large-scale ground deformations, which tend to develop as hazards. Therefore, the central government of China issued the “green mine” policy in 2017, which requires to strictly implement scientific and orderly exploitation and keeping the disturbance to the mining area and surrounding environment within the limits of sustainable development in the whole process of coal mining. This policy necessitates accurate monitoring of ground deformations induced by underground mining. Satellite Interferometric SAR (InSAR), especially the multi-temporal InSAR techniques have been successfully used to monitor deformations associated with underground mining. But temporal decorrelation still remains a big challenge because many underground mining takes place beneath farmland or forested region. Given the advantages of Sentinel-1 (S-1) in short revisit time, small baselines and free accessibility, underground mining deformations can be monitored somehow with S-1 InSAR in vegetated areas. In this research we report such an application in an underground coal-mine site located in Xuzhou, Jiangsu province of China. Four working panels are investigated

The working panels are all beneath farmland where winter wheat is sowed before the end of October and reaped around next late May, then corn or rice is planted during the coming summer season from June to September. Therefore the C-band S-1 interferograms can keep good coherence only when both images are acquired in the period of late October to next early April (this period is called coherent period thereafter) when the newly planted winter wheat is in its early growing stage. Three subsets of S-1 images acquired during three consecutive coherent periods  are used to generate mining-induced ground deformations.

During each coherent period, all of the interferograms with 12-day separation and some of the interferograms with 24-day separation and good coherence are selected and phase-unwrapped. Then these two sets of unwrapped interferograms are stacked, and finally the temporal deformations along SAR line-of-sight (LOS) are calculated under the least square principle. The temporal and spatial characteristics of the LOS deformation time series (DTS) are analyzed by considering extraction stage and extraction parameters of the working panel. Based on the analysis, we can diagnose whether the underground exploitation overstepped its designed boundary, or whether the working panel has been exploited for longer time than the designed extraction period.

 

How to cite: Zhang, Y., Wu, H., Luo, Y., Kang, Y., and Fan, H.: Ground deformations associated with underground coal-mining observed by Sentinel-1 SAR images in vegetated area, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22428, https://doi.org/10.5194/egusphere-egu2020-22428, 2020.

NH6.3 – Unmanned Aerial Vehicles (UAV) for Natural Hazards Characterization and Risk Assessment

Evaluating the multi-hazard performance of river crossing bridges under probable earthquake, flood, and scouring scenarios is a cumbersome task in performance-based engineering. The loss of lateral load capacity at bridge foundations may induce bridges to become highly vulnerable to failure when the effects of scour and floods are combined. Besides, the assessment of local scouring mechanism around bridge piers provides information for decision‐making regarding the pile footing design and for predicting the safety of bridges under critical scoured conditions. Thereby, accurate high-resolution Digital Elevation Models (DEMs) are critical for many hydraulic applications such as erosion, hydraulic modelling, sediment transport, and morphodynamics. In the present study, an automated unmanned aerial vehicle (UAV) based multi-hazard performance assessment system was developed to respond to rapid performance evaluation and performance prediction needs for river crossing reinforced concrete (RC) bridges. The Bogacay Bridge constructed over Bogacay in Antalya, Turkey was selected as the case study. In the developed system, firstly the seasonally acquired UAV measurements were used to obtain the DEMs of the river bed from 2016 to 2019. The transverse cross sections of the river bed that were taken close to the inspected bridge were used to measure the depth of the scoured regions along the bridge piles under the present conditions. Separately, in conjunction with the flood simulation and validation with 2003 flood event (corresponds to Q50=1940 m3/s), the scour depth after maximum probable flood load according to the return period of 500 years (Q500=2560 m3/s) were predicted by HEC-RAS software. Afterwards, the 3D finite element model (FEM) of the bridge was constituted automatically with the developed code considering the scoured piles. The flood loads were exerted on the modeled bridge with regard to the HEC-RAS flood inundation map and relevant water depth estimations around the bridge piers. For the seismic evaluation, nonlinear time history analyses (THA) were conducted by using scaled eleven scaled earthquake acceleration records that were acting in both principal axes of the bridge simultaneously by considering maximum direction spectra (SaRotD100) as compatible with the region seismicity. In the analyses; as the scour depth increased, the fundamental periods, shear forces and the bending moments were observed to increase while the pile lateral load capacities diminished. Therefore, the applicability of the proposed system was verified using the case study bridge.

How to cite: Özcan, O. and Özcan, O.: UAV Based Multi-Hazard Vulnerability Assessment System for Bridges Exposed to Scour, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-124, https://doi.org/10.5194/egusphere-egu2020-124, 2020.

EGU2020-6884 | Displays | NH6.3

Unmanned Aerial Vehicle surveys for monitoring and managing river system: a case study in Valsassina (Northern Italy)

Alessio Cislaghi, Alessio Moscaritoli, Paolo Fogliata, Paolo Sala, Emanuele Morlotti, Marco Fontana, Angela Nadia Sulis, and Gian Battista Bischetti

Hundreds of thousands of people live and work in areas at risk of flooding, especially into deep valleys over the Italian territory. Floods cause fatalities and considerable economic damages to infrastructures and to private and public properties, besides impacting on fluvial-geomorphic landforms. During the last decade, these extreme events are occourring more frequently, contributing to increase the public awareness on the potential damaging consequences, and on the demand of monitoring and post-event assessment procedures. However, an efficient, systematic and accurate framework of post-event actions aiming to document the impacts of such disasters in terms of flooded areas, meteorological controls, geomorphological and vegetation change, is rare.

On this background, the role of the post-event surveys is fundamental to provide information/data and to increase knowledge for improving forecasting and designing the countermeasures. Flood events documentation consists in a series of field- and desk-based activities that request considerable consuming resources (time and human) and a high level of technical expertise. The post-event analyses, then, should correctly balance the different activities and efforts to reduce time and costs and then become a part routine post-event procedure.

The present study shows the results of a field campaign carried out after a flash flood occurred on June 12th 2019 along a 2 km stretch of Pioverna torrent in Valsassina (Lombardy, Italy). The survey consisted in collecting meteorological data, and video and pictures taken by inhabitants and rescuers for reconstructing field evidences of flood and the peak discharge. Few weeks after the flood, an Unmanned Aerial Vehicle (UAV) captured multiple images that were processed by Structure from Motion (SfM) photogrammetric algorithms, together with permanent Ground Control Points (GCPs) positioned on the riverbed and the streambanks, in order to obtain a high-resolution topography data. The methodology is likely to be truly effective if a pre-event photogrammetric survey is available for the same stretch, as in the present case.

The UAV photogrammetric surveys expected to be able to detect: (i) the geomorphological changes including streambank erosion, sediment deposition and the general stream evolution; (ii) the flood-damaged areas including buildings and roads (useful for estimating economic losses) and hydraulic structures (useful for giving a priority to the restoration works); (iii) the change in vegetation patterns that strongly influence the fluvial geomorphological processes.

In such a perspective, a simple methodology has been developed and applied to obtain a good balance between accuracy, time-consuming, efforts and collected data. In addition, it has been showed how the post-flood campaign has a strategic significance for a wide spectrum of multidisciplinary aspects (damage assessment, hydraulics, and ecology) and allows to rapidly reconstruct the flood event and its consequences. Standardizing such procedure should be extremely important to collect similar data, useful to improve specific guidelines and post-emergency management plans.

How to cite: Cislaghi, A., Moscaritoli, A., Fogliata, P., Sala, P., Morlotti, E., Fontana, M., Sulis, A. N., and Bischetti, G. B.: Unmanned Aerial Vehicle surveys for monitoring and managing river system: a case study in Valsassina (Northern Italy), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6884, https://doi.org/10.5194/egusphere-egu2020-6884, 2020.

EGU2020-17124 | Displays | NH6.3

Integrated Environmental Monitoring of AMD Affected Waters using Hyperspectral Imaging and In-situ Analytics

Hernan Flores, Sandra Lorenz, Robert Jackisch, Laura Tusa, Cecilia Contreras, and Richard Gloaguen

One of the potential major consequences of mining activities is the degradation of the surrounding ecosystems by Acid Mine Drainage (AMD). A high-resolution hyperspectral drone-borne survey provides a useful, fast, and non-invasive tool to monitor the acid mine drainage mineralogy in mining sites. In this study, we propose to integrate drone-borne visible-to-near infrared (VNIR) hyperspectral data and physicochemical field data from water and sediments together with laboratory analysis for precise mineralogical and surface water mapping. The Tintillo River is an extraordinary case of the collection of acidic leachates in southwest Spain. This river is highly contaminated, with large quantities of dissolved metals (Fe, Al, Cu, Zn, etc.) and acidity, which later discharged into the Odiel River. At the confluence of the Tintillo and Odiel rivers, different geochemical and mineralogical processes typical of the interaction of very acidic water (pH 2.5 – 3.0) with circum-neutral water (pH 7.0 – 8.0) occur. The high contrast among waters makes this area propitious for the use of hyperspectral data to characterize both rivers and better evaluate mine water bodies with remote sensing imagery. We present an approach that makes use of a supervised random forest regression for the extended mapping of water properties, using the data from collected field samples, as training set for the algorithm. Experimental results show water surface maps that quantify the concentration of dissolved metals and physical-chemical properties along the covered region and mineral classification maps distribution (jarosite, goethite, schwertmannite, etc.). These results highlight the capabilities of drone-borne hyperspectral data for monitoring mining sites by extrapolating the hydrochemical properties from certain and specific areas, covered during field campaigns, to larger regions where accessibility is limited. By following this method, it is possible to rapidly discriminate and map the degree of AMD contamination in water for its future treatment or remediation.

How to cite: Flores, H., Lorenz, S., Jackisch, R., Tusa, L., Contreras, C., and Gloaguen, R.: Integrated Environmental Monitoring of AMD Affected Waters using Hyperspectral Imaging and In-situ Analytics, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-17124, https://doi.org/10.5194/egusphere-egu2020-17124, 2020.

EGU2020-20529 | Displays | NH6.3 | Highlight

Airborne Structure-from-Motion modelling for avalanche and debris flow paths in steep terrain with limited ground control

Sean Salazar, Helge Smebye, Regula Frauenfelder, Frank Miller, Emil Solbakken, Tore Humstad, and Edward McCormack

The availability of consumer remotely piloted aircraft systems (RPAS) has enabled rapidly deployable airborne surveys for civilian applications. Combined with photogrammetric reconstruction techniques, such as Structure-from-Motion (SfM), it has become increasingly feasible to survey large areas with very high resolution, especially when compared with other airborne or spaceborne surveying techniques. A pair of case studies, using an RPAS-based field surveying technique for establishing baseline surface models in steep terrain, are presented for two different natural hazard applications.

The first case study involved a survey over the entire 1000-m length of a snow-free avalanche path on Sætreskarsfjellet in Stryn municipality in Norway. A terrain-aware, multi-battery flight plan was designed to ensure good photographic coverage over the entire avalanche path and 21 ground control points (GCP) were distributed evenly across the path and subsequently surveyed. More than 400 images were collected over a 0.5 km2 area, which were processed using a commercial SfM software package. Two digital surface models were reconstructed, each utilizing a different ground control scenario: the first one with the full count of GCP, while the second used only a limited count of GCP, which is more feasible for a repeat survey when avalanche hazard is high. Comparison with data from a pre-existing, airborne LiDAR survey over the avalanche path revealed that the SfM-derived model that utilized only a limited number of GCP diverged significantly from the model that utilized all available GCP. Further differences between the SfM- and LiDAR-derived surface models were observed in areas with very steep slopes and vegetative cover. The same methodology can subsequently be applied during the winter season, after extensive snowfall and/or avalanche events, to deduce relevant avalanche parameters such as snow height, snow distribution and drift, opening of cracks in the snow surface (e.g. for glide avalanches), and avalanche outlines.

The second case study involved a survey over the entire 1000-m length of a debris flow path at Årnes in Jølster, Norway. The Årnes flow, which caused one fatality, was one of the largest of several tens of debris flows that occurred on July 30, 2019. The flows were triggered by an extreme precipitation event around the Jølstravatnet area. Like with the Sætreskarsfjellet avalanche path case study, a terrain-aware flight plan was established and 24 GCP were distributed and surveyed along the debris flow path. Over 400 images were collected over a 0.3 km2 area, which were used to reconstruct a high-resolution surface model. Like with the avalanche case study, the SfM-derived model was compared with a pre-existing LiDAR survey-derived digital terrain model. Altitude and volume changes, due to the debris flow event, were calculated using GIS analysis tools.

The utility of the RPAS survey technique was demonstrated in both case studies, despite difficult accessibility for ground control. It is suggested that a real-time-kinematic (RTK)-enabled workflow may significantly reduce survey time and increase personnel safety by minimizing the number of required GCP.

Keywords: Structure-from-Motion, photogrammetry, digital surface model, natural hazards, ground control.

How to cite: Salazar, S., Smebye, H., Frauenfelder, R., Miller, F., Solbakken, E., Humstad, T., and McCormack, E.: Airborne Structure-from-Motion modelling for avalanche and debris flow paths in steep terrain with limited ground control, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20529, https://doi.org/10.5194/egusphere-egu2020-20529, 2020.

EGU2020-7669 | Displays | NH6.3

Integration of point clouds from UAV photogrammetry and laserscan survey for the assessment of the risk of collapse of the vault of an underground cavity

Davide Martinucci, Simone Pillon, Annelore Bezzi, Giulia Casagrande, Giorgio Fontolan, Michele Potleca, Fiorella Bieker, Antonio Bratus, Paolo Manca, Rita Blanos, and Paolo Paganini

Photogrammetric surveys from UAV and LiDAR surveys are two techniques that allow for the production of very high resolution point clouds. The use of these techniques result in a detailed reconstruction of difficult-to-access environments such as underground cavities. A rigorous georeferencing of the acquired data allows for a comparison of the hypogean development of the cave to the overlying territory. This study presents a case of integration between these two techniques, applied to the risk assessment of the collapse of the vaults in a natural cavity in the Trieste Karst (north east Italy). This site is particularly delicate given that on the slope above the cave there is an abandoned stone quarry. In order to survey the quarry above the cave, a flight was performed with UAV, while the cave was surveyed with Laser Scan from the ground. The flight was made using a UAV DJI Phantom RTK, which carried a 20 Mpixel 1“ sensor camera. 8 ha of terrain was surveyed, capturing about 733 high resolution images and surveying 22 GCPs (Ground Control Point) with a GNSS RTK receiver. It was possible to reduce the number of GCPs, since the drone recorded the shooting positions very accurately with the on-board GPS RTK. Data were analyzed using Agisoft Metashape Professional to produce an orthophoto and a DSM (Digital Surface Model) with a ground resolution of 0.02 m and 0.04 m respectively. The point cloud has a density of 586 points/m2. The LiDaR survey was carried out using an ILRIS 3D ER laser scanner from Optec. The point cloud has a density of approximately 2500 points/m2 and 5 stations were needed to cover the underground development of the cavity. The georeferencing of the data was carried out by roto-translation on geo-referenced benchmarks, surveyed with GPS RTK and total station. The point cloud was processed using Terrascan software (Terrasolid). The two point clouds were aligned, geo-referenced and combined using Polyworks software (Innovmetric), in order to check the thicknesses of the material present above the vault of the cave. The integration of epigean and hypogean data made it possible to identify some critical points related to a vault thickness of approximately 1.5 meters, located at the quarry square. This work made it possible to highlight critical issues difficult to detect without the integrated approach of these different survey methodologies.

How to cite: Martinucci, D., Pillon, S., Bezzi, A., Casagrande, G., Fontolan, G., Potleca, M., Bieker, F., Bratus, A., Manca, P., Blanos, R., and Paganini, P.: Integration of point clouds from UAV photogrammetry and laserscan survey for the assessment of the risk of collapse of the vault of an underground cavity, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7669, https://doi.org/10.5194/egusphere-egu2020-7669, 2020.

EGU2020-21880 | Displays | NH6.3

Landslide and Rockfall failures Characterization with Object-Based 3D Analysis

Efstratios Karantanellis, Vassilios Marinos, and Emmanouel Vassilakis

Geological failures from massive rockfall failures to small landslides of few cubic meters are a major geological hazard in many parts of the world. Based on the latest developments, close-range photogrammetry and individually UAV photogrammetry and Light Detection and Ranging systems have become indispensable tools for geo-experts in order to provide ultra high-resolution 3D models of the failure site. TLS suffers from the fact that is sometimes tricky to capture the holistic area of interest from the ground, while some areas may often be obscured by vegetation or negative inclinations. The science of photogrammetry has long been used to accurately detect and characterize landslide and rockfall failures. Due to the continuously increasing spatial resolution capability of new generation sensors, traditional pixel-based approaches are not capable to cope with the level of detail resulted from those sensors. Mostly, landslides present complex and dynamic geomorphological features with great heterogeneity in their spatial, spectral and contextual properties dependent on the specific failure mechanism. In the current study, an object-based 3D approach for the automated detection of landslide and rockfall hazard is presented based on detailed topographic photogrammetric point clouds and 3D analysis. Recent trends show that close photogrammetry will play a vital role on the geological and engineering geological assessments concerning geo-failures. The results show that object-based approach is closer to human interception due to integration of contextual and semantic, spectral and spatial information rather than translating pixel’s spectral information solely. The current procedure provides a detailed objective quantification of landslide characteristics and automated semantic landslide modelling of the case site.

How to cite: Karantanellis, E., Marinos, V., and Vassilakis, E.: Landslide and Rockfall failures Characterization with Object-Based 3D Analysis , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21880, https://doi.org/10.5194/egusphere-egu2020-21880, 2020.

EGU2020-22574 | Displays | NH6.3 | Highlight

Geohazard assessment of mass movements along railroad corridors with UAV LiDAR

Donna Delparte, Zachery Lifton, and Matthew Belt

Railroad corridors in northern Idaho are subject to landslides, debris flows, and rock fall. These geologic hazards have the potential to severely impact railroad assets, profitability, and public safety, particularly when hazardous materials are transported. Recent slope instability and mass movement in these railroad corridors have affected rail operations and emphasized the need for a detailed understanding of geologic hazards and slope dynamics in this region. Idaho Geological Survey (IGS) and Idaho State University (ISU) conducted a series of Unmanned Aircraft Systems (UAS) missions equipped with LiDAR to survey selected landslides. This pilot project acquired high-resolution data at two sites along steep canyon slopes of the Kootenay River and one site along the Moyie River. The selected sites represent a diversity of terrain conditions, coverage area, forest canopy, and mass movement activity. In addition to collecting bare earth models of the landslide areas, this pilot project assessed resolution requirements, canopy penetration, and deployment complexity to provide a baseline for repeat surveys. Best practices for data collection and point cloud alignment for geohazard assessment are highlighted based on variations in terrain cover and slope.

How to cite: Delparte, D., Lifton, Z., and Belt, M.: Geohazard assessment of mass movements along railroad corridors with UAV LiDAR, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22574, https://doi.org/10.5194/egusphere-egu2020-22574, 2020.

EGU2020-7037 | Displays | NH6.3

Recent geomorphic destabilization of mountain slopes, a possible link to climate change? Two case studies from Switzerland

Hanne Hendrickx, Reynald Delaloye, Jan Nyssen, and Amaury Frankl

Geomorphological destabilisations in high mountain areas are often linked to permafrost degradation and changing precipitation intensities, induced by climate change. Considering the complex interaction between meteorological conditions, geology and topography, two alpine mass movements that took place in 2019 in the canton of Valais (Swiss Alps) were investigated with regard to their possible causes. During three consecutive summers (2017-2019), independent surveys were carried out on a high alpine talus slope at Col du Sanetsch (2100 – 2750 m a.s.l.) and an unstable rock face at Grosse Grabe, Mattertal (2600 – 2700 m a.s.l.), using unmanned aerial vehicle (UAV) and terrestrial laser scanning (TLS). The resulting high-resolution topography allows detecting and quantifying small and large geomorphic changes, such as rock tilting, rockfalls, rockslides, erosion and depositions of rock debris by snow avalanche action, debris channel cutting and fill and debris flow deposits. In both study areas, the summer of 2019 was characterized by mass movement events of greater magnitude than the geomorphic activity measured in the summers before.

At Grosse Grabe, the rock face was observed by webcam imagery since 2011, in the background of a rock glacier, which was initially the main object of survey. Isolated rock falls started in January 2017, launching a more accurate survey of the rock face by TLS in July 2017. In the next two summers, the entire unstable part of the rock wall, 70 m high, had been tilting at an increasing rate (1 to 3.3 cm/month). From mid-July until the end of October 2019, consecutive large rock fall events (up to > 10,000 m3) lead to the complete collapse of the monitored rock face (5000 m2), with a total volume of more than 60,000 m3. After the collapse of this heavily fractured, south facing rock face, the long-lasting wet rockfall scar indicated the presence of thawing permafrost ice. Beside the geological characteristics, which are favouring the rock wall instability, the consequences of the multi-decennial significant warming of the permafrost is presumably an implicated factor.

On the talus slope (2 km2) that was surveyed at Col du Sanetsch, a large debris flow event (ca. 20,000 m3 spread over multiple debris flow channels) was observed in the evening of 11 August 2019. Most of the mobilized sediments originated from incision of the talus apex area, while only a small part came from intermediate debris storage within rock wall gullies. An analysis of historical aerial photographs shows that the total displaced volume during the 2019 event exceeds each historical debris flow event that occurred on the talus slope since 1946.

In contrast to Grosse Grabe, where weather conditions have played no role on the development of the instability, the debris flow event at Col de Sanetsch is linked to an intense prefrontal supercell, causing rainfall intensities between 10 and 25 mm/h, in some places in less than 15 minutes. As such events are presumed to become more frequent with climate change, more debris flow events of this type can be expected in the future.

How to cite: Hendrickx, H., Delaloye, R., Nyssen, J., and Frankl, A.: Recent geomorphic destabilization of mountain slopes, a possible link to climate change? Two case studies from Switzerland, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7037, https://doi.org/10.5194/egusphere-egu2020-7037, 2020.

EGU2020-7696 | Displays | NH6.3

Monitoring of a landslide through the use of UAV survey

Simone Pillon, Davide Martinucci, Annelore Bezzi, Giulia Casagrande, Giorgio Fontolan, Fiorella Bieker, and Antonio Bratus

The monitoring of landslides using UAVs is particularly convenient as these are dangerous areas that present access difficulties. This study aims to integrate monitoring carried out via traditional techniques (GNSS and total station surveys of benchmarks) with UAV photogrammetric survey, as the latter allows for a precise assessment of the volumes affected by movement. The Masarach landslide, located in Friuli Venezia Giulia (north east Italy), covers an area of approximately 200 ha. Two surveys were carried out two years apart in order to measure displacements of much greater magnitude than instrumental errors. In the first survey, restricted to the most active area, a six rotor UAV was used, with a maximum take-off mass of 4 kg, which carried a 20 Mpixel APS-C camera. 243 high resolution images were captured and 27 GCPs (Ground Control Point) were surveyed with a GNSS RTK reciever. In the second survey a DJI Phantom 4 Pro UAV was used, carrying a 20 Mpixel 1“ sensor camera. 978 high resolution images were captured and 40 GCPs (Ground Control Point) were surveyed with a GNSS RTK reciever. Data were analyzed using Agisoft Metashape Professional to produce an orthophoto and a DSM (Digital Surface Model) with a ground resolution of 0.02 m and 0.04 m respectively. The DSMs were compared in ArcGIS to calculate the moving masses and highlight the areas of greatest instability. It emerged that approximately 10,000 cubic meters of landslide material were transported to the Arzino stream below, with verified displacements on the control point ranging from meters to centimeters. This work made it possible to accurately define the most active portion of the landslide.

How to cite: Pillon, S., Martinucci, D., Bezzi, A., Casagrande, G., Fontolan, G., Bieker, F., and Bratus, A.: Monitoring of a landslide through the use of UAV survey, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7696, https://doi.org/10.5194/egusphere-egu2020-7696, 2020.

EGU2020-8526 | Displays | NH6.3

Assessing UAV survey performance for geomorphological monitoring of mountain rivers

Bob de Graffenried, Ivan Pascal, Tomas Trewhela, Valentina Martinez, and Christophe Ancey

Characterising morphological changes in mountain areas is of fundamental importance for science
and engineering. Intense floods usually involve massive sediment transport, which may significantly
alter basin and river characteristics. Sediment erosion and deposition control the dynamics
of morphological structures such as alternate bars and meanders. By using unmanned aerial vehicles
(UAV), it has been possible to obtain high-precision bed elevation data at the sediment scale.
Our project aims to develop a consistent and optimised methodology for monitoring morphological
changes in an Alpine watershed using an UAV. Since 2017, we have been monitoring the Plat de la
Lé area drained by the River Navisence (Zinal, canton Valais, Switzerland). In mountainous regions,
poor accessibility and light conditions make it difficult to set control points on the ground. We first
analysed the relevance and influence of certain ground control points (GCP) on the the accuracy of
the digital elevation model (DEM) obtained from the UAV’s images. Errors in the GCP localisation
were much larger than the DEM resolution. Not only did the GCP number and flight height affect
these errors, as expected, but their positions and orientations also played a part. We then carried
out an additional monitoring campaign to understand the influence of these parameters on the DEM
accuracy. This campaign was ran on two areas: a steep-slope area with irregular topography and
a low-slope area that comprises the river channel and its floodplain. We built DEMs for each area
considering different GCP numbers (in the 3–18 range with 14 additional checkpoints) and flight
heights (in the 40–140-m range). The present study provides guidelines, including an optimal combination
of parameters that significantly reduce errors in the DEM, and a methodology that can be
used for monitoring Alpine watersheds on a regular basis.

How to cite: de Graffenried, B., Pascal, I., Trewhela, T., Martinez, V., and Ancey, C.: Assessing UAV survey performance for geomorphological monitoring of mountain rivers, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8526, https://doi.org/10.5194/egusphere-egu2020-8526, 2020.

EGU2020-9233 | Displays | NH6.3

Methodology in the use of UAV ( Unmanned Aerial Vehicles ) by Assetto del Territorio sector of Liguria Region.

Davide Schenone, Bottero Daniele, and Mariano Strippoli

Title: Methodology in the use of UAV ( Unmanned Aerial Vehicles ) by Assetto del Territorio sector of Liguria Region.

Authors: Davide Schenone , Daniele Bottero, Mariano Strippoli.

Liguria Region has recently equipped itself with a UAV ( Unmanned Aerial Vehicles ) system, consisting of a DJI Phantom  4 pro, the choice fell on this type of equipment as it guarantees a good quality for photographic shooting combined with an ease of use deriving from the fact of being designed for a consumer market, in fact this model mounts advanced anti-collision systems on board which make it safe to use even in closed places or near tall trees, the latter being a frequent situation in the use carried out by regional technicians.

In addition, maintenance is facilitated as spare parts (essentially batteries and propellers) can be found easily on the main online sites, given the widespread use of the model.

The use of the drone by the Assetto del Territorio consists mainly of two sectors, terrestrial photogrammetry and aerial photogrammetry.

The intervention scenarios are essentially of two types, survey of existing situations, for example, delimitation of landslides that may or may not have evolved, or the survey of post-disaster situations, both hydraulic and gravitational , it is also possible monitor the evolution of phenomena through multitemporal recovery .

The terrestrial photogrammetry it is so far little used by the Region and regarding  the capture of perspective images of buildings, cliffs useful for the relief geomechanical to evaluate rock mass, paleoseismic trenches (for upthrow of fault) etc.

As for the method of data acquisition (images), and the preparation of the flight plan, the DJI GS PRO software for iOS operating systems is used, this software allows to automatically set the flight parameters, simply by drawing on a map the polygon of the area to be surveyed and the flight height, it is also possible to adapt the orientation of the strips to the polygon of the survey.

However, this software does not require the use of a DTM , which takes into account the elevation of the terrain, so in case of relief of slope portions inclined taken the take off from the highest point since the calculation of the frames overlap is carried out assuming that the ground is flat , if it were not so taking off for example in the lower part it could happen that for purely geometric issues in the top part the overlapping of the frames is insufficient to arrive at a correct processing via software.

As regards the processing of immage in order to produce a cloud, depending on the cases of the DTM points and l ' orthophotos the software is normally used Metashape by Agisoft , the workflow typically used is this:

 

    Adding photos
    Alignment of photos - maximum resolution
    Point cloud creation - medium resolution
    DEM creation

 

 

How to cite: Schenone, D., Daniele, B., and Strippoli, M.: Methodology in the use of UAV ( Unmanned Aerial Vehicles ) by Assetto del Territorio sector of Liguria Region., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9233, https://doi.org/10.5194/egusphere-egu2020-9233, 2020.

EGU2020-9906 | Displays | NH6.3 | Highlight

UAV observation of the recent evolution of the Planpincieux Glacier (Mont Blanc – Italy)

Daniele Giordan, Niccolò Dematteis, and Fabrizio Troilo

Planpincieux is one of the glaciers located on the Italian side of the Mont Blanc (Italy). This glacier is monitored using a permanent monoscopic time-lapse camera since 2013. In 2019, the frontal part of the glacier has been characterized by a critical acceleration that could trigger a large ice avalanche able to reach the underlying Planpincieux village. During the emergency, the working group composed of Fondazione Montagna Sicura, CNR IRPI and the Aosta Valley Region Authority improved the monitoring system with a ground-based SAR to control the glacier evolution. An important data source used for a better understanding of the structure of the more unstable glacier sector has been the acquisition of a sequence of digital terrain models (DTMs) acquired by unmanned aerial vehicles (UAV) and helicopters. The approach adopted for the DTM generation is the acquisition of a photo sequence and the application of the structure from motion algorithm. The investigated area of the glacier is located in high-mountain environment and is characterized by a complex topography that does not facilitate the use of UAV. But the availability of a sequence of DTMs has been very useful for the improvement of the knowledge of the current state and recent evolution of the Planpincieux Glacier.

How to cite: Giordan, D., Dematteis, N., and Troilo, F.: UAV observation of the recent evolution of the Planpincieux Glacier (Mont Blanc – Italy), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9906, https://doi.org/10.5194/egusphere-egu2020-9906, 2020.

EGU2020-18168 | Displays | NH6.3 | Highlight

There-dimensional change detection in coastal cliffs using UAV and TLS

Yuichi S. Hayakawa and Hiroyuki Obanawa

Measuring three-dimensional morphological changes in rocky coasts is essential in protecting the 

coastal areas and evaluating the sediment dynamics therein. In this study, we carried out repeated 

measurements of the three-dimensional morphology of a small rocky island using terrestrial laser 

scanning (TLS) and unmanned aerial vehicle (UAV)-based structure-from-motion (SfM) 

photogrammetry for 5 years. The TLS-derived point cloud data is used to align the UAV-SfM point 

cloud with a better accuracy at a centimeters scale, for which iterative closest point (ICP) method was 

applied. Aligned UAV-derived point clouds were then compared each other to extract changed mass 

for each time period. The extracted point cloud of changed mass was converted to 3D mesh polygons, 

by which the total volume of eroded mass was calculated.

The temporal analysis of the point cloud revealed spatially variable rockfalls and wave cuts. The 

eroded mass volume for each period varied from 10.6 to 527.7 m3, which is equivalent to the horizontal 

erosion rates of 0.03 to 0.63 m/y. The temporal changes in the eroded volume is roughly associated 

with that in the frequency of high tidal waves (higher than 3 m) observed in this area. However, less 

correlation was found with the frequency of large ground shakes by earthquakes. The modern erosion 

rate is lower than the previously reported cliff retreat rates, but this suggests that the small island will 

disappear in decades. Three-dimensional structural analysis will also help understand the dynamic 

processes of the erosion of the bedrock cliffs in the island.

How to cite: Hayakawa, Y. S. and Obanawa, H.: There-dimensional change detection in coastal cliffs using UAV and TLS, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18168, https://doi.org/10.5194/egusphere-egu2020-18168, 2020.

The recent advantages in Remote Piloted Aerial System (RPAS) and 3D Digital/Virtual Outcrop Model (DOM/VOM) development from RGB images (e.g. Structure from Motion, SfM;  Multi Stereo View, MSV; Simultaneous Localization And Mapping, SLAM)  have increased the application of these technology in stability analysis of unstable rock cliffs affected by rock fall due to possibility to perform analysis with higher resolution, accuracy, safety and time-saving to respect the traditional manual techniques, and with higher applicability and affordability to respect the Laser Scanner technology. The principal aims of a geoengineering  inspection of an unstable rock slope are to identify the possible Mode of Failure (MoF) of the rock mass (e.g. planar sliding, wedge sliding, toppling) and to estimate the rock volume that could be involved in a possible failure event. Then these results can be used for further numerical models and applications, as the rock fall simulations, here the uncertainty of the input parameters deeply influence the output results and, therefore, the reliability of the simulation. Due to the novelty of the RPAS-based DOMs, the uncertainty of the stability analysis is not always correctly identified (e.g. uncertainty equal to the DOM accuracy) and, therefore, sometimes the results and conclusion of the analysis could be partially wrong. Identifying and quantifying correctly the uncertainty is really important especially during emergency condition, when crucial decision must be made quickly.

In this study, the uncertainty of the stability analysis of the unstable rock cliff of Gallivaggio (Western Alps, Italy) is deeply investigated due to the possibility to compare the Mode of Failure and the unstable rock volume estimated before the failure event of the 29th May 2018 onto a DOM developed using the RPAS, with those identified and calculated after the failure. In particular, it is shown as uncertainty component of the instrumental error could be almost totally negligible to respect the components of the manual interpretation and analysis, also when no Ground Control Points (GCPs) are used to develop the DOM.

How to cite: Menegoni, N., Giordan, D., and Perotti, C.: Investigating and quantifying the uncertainty beyond the stability analysis of high unstable fractured rock cliff by Remote Piloted Aerial System (RPAS)-based Digital Photogrammetry: the example of the Gallivaggio landslide, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-17806, https://doi.org/10.5194/egusphere-egu2020-17806, 2020.

EGU2020-19748 | Displays | NH6.3

The use of UAV data for environmental monitoring of the coastal area of Lake Sevan, Armenia under the increase in water level

Andrey Medvedev, Natalia Telnova, Natalia Alekseenko, and Alexander Koshkarev

High-mountainous Lake Sevan (Republic of Armenia) laying at an altitude of about 1900 m above sea level is a unique object of remote environmental monitoring due to the multidirectional dynamics of water level over the past 100 years. The artificial decrease in the lake water level began in 1930s, with the most intensive fall (over 10 m) from 1949 to 1962. In the 1990s, there was a slight increase in the level, then water level continued to fall until 2001. According to the current program of Armenian government, the lake level is planned to rise by at least 6 m in the coming years.

The current increase in water level of Lake Sevan leads to activation of both abrasive and accumulative coastal processes, intensification of eutrophication and mass flowering of lake waters. Planned increase in water level also threats residential and recreational facilities which are abundant along shoreline of Lake Sevan. At the same time, the spatial and temporal differentiation between the current intensity of coastal processes and the state of coastal ecosystems is quite significant. In order to reveal the regularities of this differentiation, we preliminary carried out a retrospective large-scale mapping of the shoreline dynamics of Lake Sevan using archival and modern cartographic small-scaled materials and high-detailed remote sensing data for the period of over 100 years. Based on the results of interpretation of the mosaic of large-scale aerial imagery of 1960s different types of coasts were identified; the speed of receding of the lake shoreline during the period of its maximum decline was reconstructed.

For several chosen key coastal areas, characterized by the most significant changes in shoreline and different types of current coastal processes, since 2018 we have been conducting operational remote monitoring of the coastal zone from light-weight UAVs DJI Phantom 4 Pro. UAV surveys are conducted at the low altitude range (100–200 m) with the use of both optical and thermal cameras. Resulted multitemporal UAV data are dense photogrammetric point clouds (with the density more than 300 points per sq. m), three-dimensional digital surface and terrain models with spatial and vertical resolution up to 10 cm, ultrahigh-detailed orthoimagery with the spatial extent about 1 sq. km. Thematic interpretation of acquired UAV data resulted to detailed land cover mapping of key coastal areas, reliable detection of local sources of water pollution, identification of buildings and facilities more threatened to inundation under the different scenarios of water level rising. The integral synthetic assessment is made for the current environmental state of coastal ecosystems under risk. Among more vulnerable ecosystems are coastal lagoons with associated wetland complexes and planted coastal forests which being degraded and damaged as a result of increase in lake level and inadequate management can substantially contribute to the deterioration of integral water quality in Lake Sevan.

The study is supported by the RFBR project no. 18-55-05015-Arm_a.

 

How to cite: Medvedev, A., Telnova, N., Alekseenko, N., and Koshkarev, A.: The use of UAV data for environmental monitoring of the coastal area of Lake Sevan, Armenia under the increase in water level, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19748, https://doi.org/10.5194/egusphere-egu2020-19748, 2020.

EGU2020-20468 | Displays | NH6.3

Quantifying the influence of low vegetation on vertical uncertainties of 3D point clouds derived from UAV-based ground surface measurements

Sebastian Fischer, Anne Hormes, Marc S. Adams, Thomas Zieher, Magnus Bremer, Martin Rutzinger, and Jan-Christoph Otto

The use of unmanned aerial vehicles (UAV) for ground surface measurements in natural hazard studies has strongly increased in recent years. Multi-temporal 3D point clouds derived from light detection and ranging (LiDAR) sensors and photogrammetric techniques including structure-from-motion (SfM) and dense image matching (DIM) have become important tools for monitoring the activity of geomorphic processes. However, due to georeferencing errors and measurement inaccuracies, change detection with centimeter precision remains challenging, especially in study areas covered by vegetation. This study aims at quantifying the influence of low vegetation on the vertical uncertainties of 3D point clouds in a study area mostly covered by meadows and pastures with different grass heights. 3D point clouds derived from UAV-SfM and UAV-LiDAR are compared to terrestrial ground surface measurements of a differential global navigation satellite system (dGNSS) receiver in order to quantify the vertical uncertainties and to detect advantages/disadvantages of the different sensors. The results indicate that neither method is able to detect the ground surface under dense low vegetation with centimeter precision, and that surface displacement rates derived from multi temporal analyses can be highly influenced by changes in vegetation height between surveys.

How to cite: Fischer, S., Hormes, A., Adams, M. S., Zieher, T., Bremer, M., Rutzinger, M., and Otto, J.-C.: Quantifying the influence of low vegetation on vertical uncertainties of 3D point clouds derived from UAV-based ground surface measurements, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20468, https://doi.org/10.5194/egusphere-egu2020-20468, 2020.

EGU2020-22013 | Displays | NH6.3

Mapping of high-elevation alpine grassland communities based on hyperspectral UAV measurements

Levente Papp, Abraham Mejia-Aguilar, Ruth Sonnenschein, Rita Tonin, Michael Loebmann, Clemens Geitner, Martin Rutzinger, Andreas Mayr, and Stefan Lang

Mountain environments are particularly vulnerable to ongoing climatic and environmental changes. Specifically, alpine grasslands are seriously threatened by shallow erosion which has been increasingly detected during the last decades on alpine meadows and pastures. It has been suggested that a high plant species diversity of alpine grassland communities may increase the erosion resistance of soils, mainly through positive effects on root length, number of root tips and foliage abundance. Moreover, high plant biodiversity has shown to stabilize water channels by giving slope instability. Against this background, we used Earth Observation to map grassland communities and to understand the link between species diversity and the presence of shallow erosion spots in an alpine region.

Our study site is within the valley of Funes in South Tyrol, Italy where shallow erosion spots have multiplied in the last years and decades. The study site is over 2300 m above sea level and covers an area of approximately 5 ha. We mapped the grassland vegetation in this area with using different technologies: The main data source was a hyperspectral image with overall 28 spectral bands (506 nm to 896 nm) and a 5 cm spatial accuracy acquired from a UAV flight campaign in 04.09.2019. Our reference data set comprised detailed ground measurements within 50x50 centimeter plots. Overall, we acquired field spectroradiometer measurements covering the spectral range from 339 nm to 2500 nm (1024 spectral bands), ground-based hyperspectral measurements and sampled the different grassland communities within the plots. Based on the data integration of two different scaled field measurements and the UAV mapping we were able to detect the main grassland community occurrences and hotspots in species-level with high accuracy.

How to cite: Papp, L., Mejia-Aguilar, A., Sonnenschein, R., Tonin, R., Loebmann, M., Geitner, C., Rutzinger, M., Mayr, A., and Lang, S.: Mapping of high-elevation alpine grassland communities based on hyperspectral UAV measurements, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22013, https://doi.org/10.5194/egusphere-egu2020-22013, 2020.

EGU2020-8468 | Displays | NH6.3

From UAV-photogrammetry to displacement rates – monitoring slope deformations in Alpine terrain

Christian Demmler, Marc Adams, and Anne Hormes

Mountainous areas bring unique challenges for surveying and natural hazard monitoring – inaccessibility, dangerous terrain, snow coverage and line-of-sight problems often make it next to impossible to perform ground-based monitoring or even to provide a good vantage point for close-range sensing (e.g. terrestrial laser scanning (TLS) or terrestrial photogrammetry). Airborne or satellite-based methods are often the only way to gain information about geodynamically active sites. Here, structure-from-motion (SfM) photogrammetry from unmanned aerial vehicle (UAV) imagery in particular can provide an inexpensive and easily implemented monitoring option. The Vigilans research project attempts to evaluate the feasibility of UAV-photogrammetry against more established surveying methods (e.g. in situ data from extensometers or total stations).

Our study site Marzellkamm is located in the Central Ötztal Alps of Western Austria. The active rock slope deformation we are monitoring in Vigilans lies at 2450-2850 m asl. on a SE-facing slope. Annual displacement rates of up to 1.5 m/year in the early 2010’s triggered monitoring and research interest. Due to the remote location, mitigation methods were not implemented, but a hiking trails was relocated. Orthoimage photogrammetry and ground-based monitoring instrumentation (extensometers, terrestrial laser scanning, total station measurements combined with GNSS and geodetic surveys) collected data 1971-2019.

In the last years, movement along the slope has slowed down considerably. The rather slow current movements provide a valuable challenge for detection, with rates of <0.05 m/year occurring in the more stable upper sections, while the NW section in particular still shows pronounced movement of up to 0.3 m/year. For this reason, Marzellkamm provides excellent evaluation for new methods such as UAV-SfM.

In three separate missions between summer 2018 to fall of 2019, UAV-SfM 3D-models of the site were created for displacement rate evaluations; it is planned to continue this monitoring for a total of three years as part of the Vigilans project. Photogrammetric missions were performed in conjunction with total station measurements of more than 30 ground control points.

The required level of precision is becoming achievable and affordable with new RTK/PPK-equipped (Real-Time-Kinematics/Post-Processed Kinematics) UAVs. However, evaluating the resulting 3D-- model in terms of movement rates remains non-trivial. The most common algorithm for change detection in point clouds, M3C2, is not well-suited to detect a laterally moving surface as a whole, as it detects changes along the normal orientation of a surface (such as subsidence). Therefore, the point cloud needs to be very selectively reduced, requiring complex filtering operations and expert input as well as expensive software packages.

This contribution will present a workflow to simplify such evaluation, based on 2.5D (DEM-based) algorithms such as IMCORR and DoD (Difference-of-DEMs), in comparison with the more complex 3D-pointcloud based processing. The presented workflow is based on Agisoft Metashape and Open-Source software tools QGIS and Saga GIS. It aims to streamline UAV-based surveying work, 3D-model generation and simplified change detection into a repeatable and easily automatable framework. Special emphasis will be put on estimating the quality of the recorded data.

How to cite: Demmler, C., Adams, M., and Hormes, A.: From UAV-photogrammetry to displacement rates – monitoring slope deformations in Alpine terrain, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8468, https://doi.org/10.5194/egusphere-egu2020-8468, 2020.

EGU2020-18030 | Displays | NH6.3

A novel application of Unmanned Aerial Systems (UASs) in alpine environment for monitoring gravity-driven natural hazards: BLUESLEMON project

Alex Bojeri, Giovanni Giannotta, Christian Kofler, Erika Mai, Sebastian Mayrguendter, Gabriele Scarton, Stefano Seppi, Stefan Steger, and Fulvia Quagliotti

The Project “BLUESLEMON – BT Beacon and Unmanned Aerial System technologies for Landslide Monitoring” is funded by provincial funds of South Tirol Italian Autonomous Province and it is developed with the support of Beacon Südtirol-Alto Adige project (funded by the south tyrolean European Regional Development Fund – www.beacon.bz.it) under the supervision of the NOI Techpark Südtirol/Alto Adige as support for consultancy, networking and R&D project backing for the use of UAS in alpine environments.

The project “BLUESLEMON” aims to develop a low-cost automatic system for monitoring landslide surface displacement through the integration of Bluetooth (BT) Beacons localization and UAS also named Remotely Piloted Aircraft System (RPAS) technologies. Two subsystems will assemble the final setup: the ground sensors technology and the periodic localization system composed by UAV and beacon reader. These are designed as an inseparable integrated architecture and each individual subsystem cannot operate on the supposed landslide areas without the cooperation of the other one. Thus, a main challenge consists in the identification of low-power-consumption and high-precision Bluetooth devices, as well as in the development of a UAV platform capable to work even at a limit of feasibility considered for an Alpine scenario (e.g. -20 °C at 2500 m asl). To prevent undesirable collisions with surrounding structures (e.g. trees, powerlines and funicular railways), the UAV platform will be equipped with obstacle-detection sensors and collision-avoidance algorithms.

The proposed architecture aims to exceed the state-of-the-art methodologies by obtaining a single low-cost system adaptable for the inspection of movements related to different types of gravity-driven natural hazards (e.g. slow-moving earth flows, discontinuities in rock walls). In addition, the expected autonomy of the system will allow to avoid the risky operations in-situ. Nowadays, the current methodologies (with or without UAS) are characterized by a high level of criticality in extreme environments such as the alpine surroundings. The solutions of the project’s requirements are of great interest for future reconfigurations of the developed system, in order to extend its use for search and rescue operations in dangerous conditions. Therefore, the suggested method will represent a strong novelty in the reference sector and lead to further application developments with considerable added value elements.

How to cite: Bojeri, A., Giannotta, G., Kofler, C., Mai, E., Mayrguendter, S., Scarton, G., Seppi, S., Steger, S., and Quagliotti, F.: A novel application of Unmanned Aerial Systems (UASs) in alpine environment for monitoring gravity-driven natural hazards: BLUESLEMON project, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18030, https://doi.org/10.5194/egusphere-egu2020-18030, 2020.

NH6.4 – Remote Sensing & Cultural Heritage

EGU2020-19435 | Displays | NH6.4

Applying InfraRed Thermography (IRT) for the protection and conservation of rupestrian CH sites affected by slope instabilities

William Frodella, Daniele Spizzichino, Giovanni Gigli, Mikheil Elashvili, Claudio Margottini, and Nicola Casagli

Rupestrian Cultural Heritage (CH) sites were among the first man-made works in the history of humanity, therefore playing a key role in building the memory and roots of human society. These sites were often carved in slopes formed by soft rocks, which due to their peculiar lithological, geotechnical and morpho-structural features are often prone to weathering, deterioration and slope instability issues. The use of advanced remote sensing (RS) techniques 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 of rupestrian CH sites. In this context Infrared Thermography (IRT), thanks to the technological development of portable high-resolution and cost-effective thermal imaging cameras, can be profitably used for the detection of CH conservation issues (namely fractures, water seepage, moisture and surface weathering). In this paper several applications of IRT in integrated methodologies for rupestrian sites conservation in mountainous regions of Georgia will be presented. The aim of this work is to evaluate the potential of IRT in the field of CH protection and conservation strategies, in order to provide a useful versatile and low-cost tool, to be profitably used in management plans of rupestrian CH characterized by similar contexts. Advantages and constraints of the adopted method will be discussed, as well as general operative recommendations and future perspectives.

How to cite: Frodella, W., Spizzichino, D., Gigli, G., Elashvili, M., Margottini, C., and Casagli, N.: Applying InfraRed Thermography (IRT) for the protection and conservation of rupestrian CH sites affected by slope instabilities, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19435, https://doi.org/10.5194/egusphere-egu2020-19435, 2020.

EGU2020-13739 | Displays | NH6.4

Satellite monitoring of ground and structure deformations applied to Colosseum archaeological park

Alfonsina Russo, Irma Della Giovampaola, Daniele Spizzichino, and Gabriele Leoni

Archeological sites and cultural heritage are considered as critical assets for the society, representing not only the history of region or a culture, but also contributing to create a common identity of people living in a certain region. In this view, it is becoming more and more urgent to preserve them from natural and anthropogenic hazard as well as from negative effects due to climate changes. In the present paper, we will focus on ground deformation measurements obtained by satellite SAR interferometry and on the methodology adopted and implemented in order to use the results operatively for conservation policies in the Colosseum Archaeological Park (PAC). The integrated monitoring project of the PAC was inspired by the desire to build a system of protection and conservation at the service of sustainable exploitation. With these objectives, the PAC has launched a static and dynamic monitoring project consisting of five pillars: i) a dedicated database of all the historical and archaeological data of the monuments, (digital documentation archive implementation); ii) implementation of visual monitoring activities, (a dedicated app will allow to send data to the central system); iii) satellite monitoring program (historical and routine analysis of the satellite data) that will flow directly into the system and will be analysed in order to monitor possible ground deformation; IV) in situ monitoring from traditional ground diagnostic instruments; v) experimental activities, such as the use of H-BIM applications. Basically, the project carried out the creation of a multi-parameter system of permanent monitoring of the whole archaeological area, with associated indicators of risk level, for which it is necessary the combined use of new technologies. Some examples of satellite monitoring application will be presented and illustrated in order to stress the roles of new Earth Observation technologies in the field of conservation and maintenance polices. Considering the limitations of all the interferometric techniques, in particular the fact that the measurement is along the line of sight (LOS) and the geometric distortions, in order to obtain the maximum information from interferometric analysis, both ascending and descending geometry have been used. The interferometric techniques need to use a stack of SAR images to separate the deformation phase contributions from other spurious components (atmospheric, orbital, etc.). The objective is to find a nominal behavior of the site in response to critical events and/or related to natural degradation of infrastructures in order to prevent damages and guide maintenance activities. The first results of this cross correlated analysis showed that some deformation phenomena are identifiable by SAR satellite interferometric analysis and it has also been possible to validate them on field through a direct survey.

How to cite: Russo, A., Della Giovampaola, I., Spizzichino, D., and Leoni, G.: Satellite monitoring of ground and structure deformations applied to Colosseum archaeological park, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13739, https://doi.org/10.5194/egusphere-egu2020-13739, 2020.

EGU2020-6652 | Displays | NH6.4

DInSAR analysis for geohazard assessment at the Roman city of Carsulae (Central Italy)

Gabriele Leoni, Silvia Casciarri, Paolo Maria Guarino, Luca Guerrieri, Francesco Menniti, Fabio Pagano, Irene Rischia, and Daniele Spizzichino

The Roman city of Carsulae was founded in a strategic position along the Via Flaminia and it reached the maximum expansion during Roman Empire age, as attested by the presence of important monuments: Forum, Basilica, temples, theater, amphitheater, Thermae, arches. The settlement is located on a travertine plateau that overlay recent marine clay, both Lower Pleistocene aged, at the foothill of Monti Martani Mesozoic carbonatic range. The site is characterized by karst morphologies due to the dissolution of travertine because of the large amount of groundwater. Historical sources attributed the progressive decline and abandoning of Carsulae, during the 4th century AD, to the construction of a new branch of the Via Flaminia as well as to karst phenomena and to earthquakes.

A DInSAR analysis has been conducted in the Carsulae Archaeological Park using free input SAR data from Sentinel-1 to run the SBAS technique. This good combination of wavelength band, data resolution and revisit time optimizes the results in rural areas. To obtain meaningful data particular attention was paid to the selection of the Ground Reference Area as a geologically stable site. The resulting map of ground displacements during the period August 2018 – July 2019, analyzing both Ascendent and Descendent datasets, highlights a general small movement downward and westward, by 5-10 mm during the fall period (November 2018 – January 2019), followed by a substantially stable period until the end of the analysis. A field survey has been carried out on the archaeological remains to validate EO analysis, highlighting the absence of important damages, according with the overall ground stability of the site. Although some useful results were obtained, it is worth noting that the lack of coherence due to the rare natural or manmade reflectors and the availability of images limited to last year did not allow the complete exploitation of the technique.

The availability from Copernicus Programme of open data, frequently acquired and of good resolution allows EO monitoring to support traditional in situ monitoring (topographic surveys, inclinometer, extensometer, crack gauge, etc.). SBAS technique applied on Sentinel-1 data allows the detection of millimetric vertical ground displacements every 2 weeks, by a spatial resolution of about 10 meters. Moreover, this remote sensing survey covers at a same time a wide area without the installation and the maintenance on the walls of reflecting devices that could limit the function or the fruition of monuments. Finally, the automation of DInSAR analysis enables the site managers to monitor natural threats through an efficient and sustainable system, selecting proper alert and mitigation measures when critical displacements are reached.

How to cite: Leoni, G., Casciarri, S., Guarino, P. M., Guerrieri, L., Menniti, F., Pagano, F., Rischia, I., and Spizzichino, D.: DInSAR analysis for geohazard assessment at the Roman city of Carsulae (Central Italy), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6652, https://doi.org/10.5194/egusphere-egu2020-6652, 2020.

EGU2020-10914 | Displays | NH6.4

Integrated application of Remote sensing and Cultural heritage : the EO4GEO project scenarios

Daniele Spizzichino, Carlo Cipolloni, Valerio Comerci, Mariapia Congi, Claudia Delfini, Federica Ferrigno, Gabriele Leoni, Renato Ventura, and Luca Guerrieri

EO4GEO is an Erasmus+ Project aiming at applying innovative solutions for education and training actions. EO4GEO will define a long-term and sustainable strategy to fill the gap between supply of and demand for space/geospatial education and training. The general project strategy will be implemented by: creating and maintaining an ontology-based Body of Knowledge for the space/geospatial sector; developing and integrating a dynamic collaborative platform; designing and developing a series of curricula and a rich portfolio of training modules directly usable in the context of Copernicus and other relevant EO programs; conducting a series of training actions, to test and validate the approach, for selected scenarios in three sub-sectors: 1) Integrated Applications, 2) Smart Cities, 3) Climate Change. ISPRA will contribute to the sub-sector Integrated Applications through the implementation of four case studies selected considering geo-hazard risk scenarios affecting different categories of exposed elements: i) landslide on linear infrastructure and transportation network (Petacciato village, CB); ii) instability events affecting Cultural Heritage, (Baia Archaeological Park, NA); iii) subsidence in urban area (Como city), iv) co-seismic ground deformation (Mt. Etna). The geo-hazard risk scenarios have been selected considering data availability and stakeholders interest; geo-hazard experts and final users (both public and private) will be involved during the scenario’s implementation. Here we present the preliminary results concerning one of the listed case studies, slope instability affecting Cultural Heritage site: the Baia Archaeological Park (Naples). This area is located close by the Phlegrean Fields caldera, representing a unique example of volcanic-related subsidence with unrest cycles characterized by intense ground uplift and down lift; it extends exactly along the inner side of the western sector of the volcanic building of Baia. The particular location of the site, along the steep internal slopes of the volcano, required a strong control over the area development with massive terracing works. The instability phenomena seem to be related to the very high acclivity values of top sector of the slope favoring the activation of modest collapse phenomena as well as by ordinary management and maintenance of the area (e.g. invasive vegetation, absence of drainage systems). Preliminary InSAR analysis were performed exploiting ERS and COSMO Sky-Med datasets; the fist dataset show ground lowering phenomena, highlighting that subsidence affected areas close Phlegrean Fields during that period (1993 – 2003). The deformation rates (5-10 mm/yr) recorded in the investigated time interval are consistent with the general down lift cycle, while time series show some small uplift events. Forthcoming InSAR data processing will take into consideration the most recent SENTINEL-1 data, allowing us to assess the instability phenomena evolution of the area in a recent time interval. In the general scope of the EO4GEO project ISPRA will develop all the case studies fostering the uptake of EO data, services and standardized methodologies of analysis. Available EO data provided from different satellite missions, both European and international (e.g. Sentinel from Copernicus program, COSMO-Sky-Med from ASI), will be tested to evaluate their effectiveness and efficiency in the field of geo-hazard monitoring and risk assessment.

How to cite: Spizzichino, D., Cipolloni, C., Comerci, V., Congi, M., Delfini, C., Ferrigno, F., Leoni, G., Ventura, R., and Guerrieri, L.: Integrated application of Remote sensing and Cultural heritage : the EO4GEO project scenarios, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10914, https://doi.org/10.5194/egusphere-egu2020-10914, 2020.

EGU2020-6857 | Displays | NH6.4

Characterization and monitoring of a riverbank failure in a UNESCO World Heritage Site: the 2016 Florence (Italy) case study

Veronica Tofani, Stefano Morelli, Veronica Pazzi, Luca Tanteri, Massimiliano Nocentini, Luca Lombardi, Giovanni Gigli, and Nicola Casagli

The impact of geo-hydrological hazards on cultural heritages represents a multi-disciplinary theme, which requires several different approaches. A complete analysis involves geotechnical, structural, and engineering issues and can lead to design adequate countermeasures. The Florence city historic centre, a UNESCO World Heritage Site since 1982, is crossed by the Arno River. The current riverbank morphology is the result of urbanization typical of centuries-old cities, which have mainly developed along the rivers to exploit the waterpower. In particular, the structure of the masonry riverbank is the product of a specific urban redevelopment approved in 1866 and completed in 1872 in the overall framework of the reorganization works carried out to let Florence be the capital of Italy. The vertical stone masonry retaining wall is anchored directly to the substrate of the riverbed with four rows of piles and the filling material is mainly compacted landfill. Buried subservices between the stone wall and the original riverbank and an arched vault culvert just adjacent to the buildings’ foundations are also present. On May 25th, 2016, just few metres from the famous "Ponte Vecchio" bridge a portion of the of Lungarno Torrigiani road surface collapsed and the artificial riverbank was partially damaged by a cusp-shaped deformation without any shattering or toppling. The failure was approximately 4 m in height and 150 m in breadth (volume of about 1180 m3) via partial sliding of the underlying terrigenous layers towards the riverbed.

To identify the condition of damage of the involved structures, to define the causes of the failure, and to mitigate and preserve the cultural heritage site, a detailed analysis of this event was performed based on the integration of boreholes and geotechnical laboratory tests, remote-sensing techniques (i.e., terrestrial laser scanning), geophysical surveys (electrical resistivity topographies, downhole, and single-station seismic noise measurement), and stability analyses. The data obtained from these techniques were used to perform the limit equilibrium stability analysis of the slopes. Given the need to make the monitoring system immediately operational, remote instruments able to measure deformations from a station in the opposite bank were installed first. To monitor the crack pattern of the masonry embankment wall, also digital photogrammetry was employed together with the above-mentioned techniques.

The results show that both the aerial and submerged parts of the wall were deformed by the riverbank collapse without collapsing. Moreover, data allow to assess that the evolution of the studied failure is the result of the combination and interaction of two different dynamics. The first one is the riverbank failure, a typical destructive phenomenon during extreme hydraulic conditions, well known throughout the history of city, especially after the intense urbanization starting from 1175. The second factor is the continuous loss of water from the subterranean pipes of the aqueduct, which is a more recent phenomenon that developed from the capillary diffusion of the modern structure in every part of the city. Thus, the major cause of the collapse can be attributed to the loss of water from the local subterranean pipes.

How to cite: Tofani, V., Morelli, S., Pazzi, V., Tanteri, L., Nocentini, M., Lombardi, L., Gigli, G., and Casagli, N.: Characterization and monitoring of a riverbank failure in a UNESCO World Heritage Site: the 2016 Florence (Italy) case study, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6857, https://doi.org/10.5194/egusphere-egu2020-6857, 2020.

EGU2020-18918 | Displays | NH6.4

Modeling Surficial Water runoff and estimation of its damaging factor on Rock Curved Cultural Heritage Monuments of Georgia – Application of Close Range Aerial Photogrammetry

Akaki Nadaria, Giorgi Kirkitadze, Mikheil Lobjanidze, Nikoloz Vacheishvili, and Mikheil Elashvili

Rock curved monuments of Georgia, represent a unique cultural heritage – an ancient cities, churches and kelly carved in rock, painted and decorated by hermit monks, which unites architectural monument and Natural-Geological complex. Such monuments are particularly vulnerable and their restoration and conservation requires a complex approach. These monuments, as many other similar monuments worldwide, is subjected to slow but permanent process of destruction, expressed in several main factors, one of which is rock weathering caused by surface rainwater runoff and water infiltration, coupled with temperature variations.

Close Range Aerial Photogrammetry, with its actively developing applications has been used to address this problem. Several Rock Curved Monuments of Georgia: Vardzia (12th Century), Vanis Qvabebi (8th Century) and Uplistsikhe (Late bronze period) were studied. First two of which represent large Monastery complexes curved in Volcanic tuff and tuff-breccia, while the Uplistsikhe represents ancient Rock Curved town, constructed in a coarse-grained week sandstone, with roots deep in the history of Georgian state.

To achieve sustainable preservation of cultural heritage rock-curved monuments, this particular type of danger should be addressed: Preservation of structural integrity of monument and avoiding ground or surficial water infiltration is substantial to preserve unique mural paintings and wall inscriptions, still preserved in these Rock Curved Monuments.

High-resolution Digital Elevation Models and Orthographic Aerial Photo images (in vertical and horizontal perspectives) were constructed through several aerial missions. Spatial data was accurately Georeferenced using the DGPS RTK system and Total Station (for vertical cliffs).  The obtained data serves as an input for the Hydromodeling of Surficial water runoff, calculated using the ArcMap Hydro tool extension. Moreover, high-resolution photo textures allowed to estimate the damaging effect of formed water channels and crack systems of water infiltration. Conceptual solutions of water drainage systems allowing surficial water diversion and mitigation of its effect on rock strata were elaborated and even constructed in the case of Vardzia. Aerial Photogrammetry as a tool for routine periodic inspection has been adopted for the given monuments, where the damaged areas are hardly accessible by foot and even highly dangerous for the access of rock climbers.

How to cite: Nadaria, A., Kirkitadze, G., Lobjanidze, M., Vacheishvili, N., and Elashvili, M.: Modeling Surficial Water runoff and estimation of its damaging factor on Rock Curved Cultural Heritage Monuments of Georgia – Application of Close Range Aerial Photogrammetry , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18918, https://doi.org/10.5194/egusphere-egu2020-18918, 2020.

EGU2020-9519 | Displays | NH6.4 | Highlight

UAV photogrammetry and 3D scan data for topographic mapping and monitoring of maritime heritage

James Barry, Kieran Craven, Ronan O'Toole, and Sean Cullen

Cultural heritage in maritime areas experience changes via natural and anthropogenic processes. This change must be monitored on a range of temporal and spatial scales to understand the evolution of these environments, particularly in the context of projected climate change yielding increased sea-levels and storm frequency. Commercial survey grade unmanned aerial vehicle (UAV) and 3D scan equipment, data processing and analysis tools are available to coastal and heritage managers, engineers and researchers.

This study, undertaken as part of the CHERISH project, analyses the use of photogrammetry via UAVs and 3D scan data from scanning total stations in Irish coastal locations with tangible cultural heritage to produce orthoimage mosaics and digital surface models. These products extend and complement acoustic bathymetric data in mapping vulnerable coastal regions. Results indicate that combining relevant techniques to produce seamless onshore-offshore maps can provide high-resolution information about emergent and submergent coastal geomorphology on a range of scales for use in monitoring and managing coastal heritage sites.

How to cite: Barry, J., Craven, K., O'Toole, R., and Cullen, S.: UAV photogrammetry and 3D scan data for topographic mapping and monitoring of maritime heritage, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9519, https://doi.org/10.5194/egusphere-egu2020-9519, 2020.

EGU2020-18154 | Displays | NH6.4 | Highlight

Cultural heritage monument complex monitoring data analyses using machine learning algorithms

David Kvavadze, Giorgi Basilaia, Tea Munchava, Giorgi Laluashvili, and Mikheil Elashvili

Cultural heritage monuments, that were created by mankind for centuries are scattered throughout the world. Most of them are experiencing impacts coming from nature and humans each year that result in damage and changing their common state. Many of the monuments are facing critical conditions and require diagnostics, study and planning and management of conservation/rehabilitation works. Due to the impact of environmental factors such as temperature, humidity, precipitation, the existence of complex structure of cracks, infiltrated water and runoff water streams, together with active tectonics in the region, Uplistsikhe and Vardzia rock-cut city monuments located in Georgia face problems and permanent destruction.

We have developed continuous monitoring systems that are installed in Vardzia and Uplistsikhe.

These systems are generating large amounts of data and it is almost impossible to analyze this data using conventional methods. In parallel with technological development, it is now possible to analyze big data using machine learning. We decided to use machine learning to address our problem. This approach gave us some interesting results. We were able to detect correlations between different sensors, see anomalies in data that gave us some clues about hazard zones. Additionally  models and predictions about the monument's condition were made.

Our work shows that machine learning could be used to estimate conditions make predictions about monuments state.

This work was supported by Shota Rustaveli National Science Foundation of Georgia (SRNS) [Grant Number fr17_90]

How to cite: Kvavadze, D., Basilaia, G., Munchava, T., Laluashvili, G., and Elashvili, M.: Cultural heritage monument complex monitoring data analyses using machine learning algorithms, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18154, https://doi.org/10.5194/egusphere-egu2020-18154, 2020.

Petroglyphs (rock carvings) are a form of tangible cultural heritage that have been used to investigate cultural change and understand the origins of art and belief. However, many sites with rock carvings are accompanied by lichen. They often obscure these panels of rock art, rendering the cultural artefacts inaccessible to study, documentation and public enjoyment. Above all, lichen-covered rock carving is under the threat of lichen-attributed physical and chemical erosion. But evidence of a simultaneous protective role played by lichen has prompted concern that the removal of lichen may result in more rapid deterioration of the rock art.

Stonehenge, a UNESCO World Heritage site, provides a strong case study as dense lichen covers roughly a quarter of its above-ground stone surfaces, rendering it inaccessible to examination. 72 Early Bronze Age carvings have recently been found on the bare stone surfaces prompting concerns that lichen may be obscuring prehistoric rock art.

As a first step towards creating a technique for revealing carvings beneath lichen, an interdisciplinary approach was implemented. Photogrammetry-derived 3-D modelling and machine learning code written in Python were combined to create a method for identifying repeating carving motifs on bare stone surfaces. This code, a neural network classifier called MeshNet, “learns” 3-D shape representation from mesh-based 3-D models and was adapted to capture features of the rock carvings. After training on 150 models (75 carving and non-carving areas of the rock surface each) and testing on 38 models (19 carvings and non-carvings each), our method achieved 84.2% accuracy.

In previous work, we have shown that it is possible to recover indications of carvings covered by digitally simulated lichen. Thus, it will be possible to repeat our method on the same carvings with coverage of simulated lichen to compare accuracies. If successful, it will be the first demonstration of a technique capable of revealing carvings obscured by lichen using only a surface imaging technique.

Our current methodology for identifying rock carvings can be adopted by conservators and rock art site managers. It serves as a tool for non-rock art specialists to discover and digitally record repeating rock carving motifs. With further development using simulated lichen, it will partially alleviate the need to remove lichen from panels of rock carvings.

As our method is scale invariant, it could also be adapted for use in airborne and UAV platforms for discovering e.g. repeating natural landforms hidden by forest cover and buried Roman roads in 3-D terrain maps.

How to cite: Leong, G. and Brolly, M.: Towards a neural network approach for automated recognition of lichen-covered prehistoric carvings at Stonehenge, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10701, https://doi.org/10.5194/egusphere-egu2020-10701, 2020.

EGU2020-17498 | Displays | NH6.4

Monitoring of moisture levels with microwave sensors at the carved rock town Uplistsikhe, Georgia

Stefanie Fruhmann, Giorgi Basilaia, Mikheil Elashvili, Tea Munchava, and Oliver Sass

A variety of weathering processes is controlled by moisture movements in porous rock. However, the quantitative assessment of small-scale moisture levels and fluctuations in-situ, over longer time periods, is still a challenge. The aim of our investigation is to close this gap with a microwave-based moisture monitoring system, installed at the cave town Uplistsikhe in Georgia, which oldest structures date back to the early Iron Age (10th-9th centuries BC).

Two morphologically different cave structures were equipped with two pairs of sensors, each covering two depth ranges, at two positions to detect different moisture contents and sources. These are considered the main driver of the highly accelerated weathering processes and decay of Uplistsikhe.

With the long moisture monitoring dataset of 12 months, combined with meteorological data from the study site, seasonal moisture variations and environmental-rock interactions are detected. Preliminary data from the first eight months of monitoring is presented.

How to cite: Fruhmann, S., Basilaia, G., Elashvili, M., Munchava, T., and Sass, O.: Monitoring of moisture levels with microwave sensors at the carved rock town Uplistsikhe, Georgia, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-17498, https://doi.org/10.5194/egusphere-egu2020-17498, 2020.

EGU2020-18511 | Displays | NH6.4 | Highlight

IoT systems for the study of cultural heritage monuments - case of Uplistsikhe, Georgia

Tea Munchava, Giorgi Basilaia, Nikoloz Vacheishvili, David Kvavadze, David Chkhaidze, and Mikheil Elashvili

Cultural heritage monuments, that were created by mankind for centuries are scattered throughout the world. Most of them are experiencing impacts coming from nature and humans each year that result damage and changing their common state. Many of the monuments are facing the critical condition and require diagnostics, study and planning and management of conservation/rehabilitation works. Due to impact of environmental factors such as temperature, humidity, precipitation, existence of complex structure of cracks, infiltrated water and runoff water streams, together with active tectonics in the region, Uplistsikhe rock cut city monument located in central part of Georgia faces problems and permanent destruction.

In parallel with technological development, it is now possible to conduct complex monitoring of the environment parameters in real time using sensor systems, data acquisition, communication network, data visualization and processing methods.

Complex approach with equipment used in research and experiment was used to study various factors affecting the monument and presents the very important issue. Gained experience, research methodologies and technical skills will be good basement for future study/research projects on similar monuments as the collected information gives us an in depth understanding of processes that impact on the monument and can then be followed by a coherent plan of risk reduction to increase the effectiveness of the used solutions. 

During the study of cultural heritage monuments, there are some technical limitations that can occur: The electricity or communication wiring might not be available on the site or the wiring is impossible without damaging the monument itself.  So, there is a rising need of low power wireless sensor acquisition and transmission systems.

Paper discusses the usage of IoT based sensor systems for study of Uplistsikhe Cultural heritage monument. The built system uses low power data transmission network based on LoRa standard.

Measurement points were selected where several parameters (Temperature, Humidity, Crack meter value) are acquired and sent to the central information platform using so called Internet of things.

Central web-built system that is based on open platform Grafana is responsible for the data storage, visualization, processing and alarm generation.

The statistical processing of acquired collected data resulted in calculation of the parameter ranges. Calculations were made on the 24-hour data of each day to calculate the variations. First the maximal and minimal recorded values were identified, then the difference between maximums and minimums were calculated. Additionally, the mean values and the standard deviations were calculated resulting to the ranges considered as normal, excessive, dangerous and critical parameters.

These parameters were integrated into the web-system. In case of dangerous and critical parameters the system is able to distribute alarm state information via several channels such as email, chat message, SMS or other means.

As a result, the low power wireless system sensor measurement system was created that sends acquired data it to the cloud-based web platform with possibility of the data processing and issuing alarms.

This work was supported by Shota Rustaveli National Science Foundation of Georgia (SRNSFG) [Grant Number fr17_90]

How to cite: Munchava, T., Basilaia, G., Vacheishvili, N., Kvavadze, D., Chkhaidze, D., and Elashvili, M.: IoT systems for the study of cultural heritage monuments - case of Uplistsikhe, Georgia, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18511, https://doi.org/10.5194/egusphere-egu2020-18511, 2020.

EGU2020-16549 | Displays | NH6.4

Advanced multi-source approach for cultural heritage assessment and monitoring – the case study of the Corvin Castle and its surroundings

Cristian Moise, Cristina Elena Mihalache, Luminita Andreea Dedulescu, Andi-Mihai Lazăr, Alexandru Badea, and Iulia Florentina Dana Negula

Remote sensing has already proven to represent an invaluable resource for monitoring the cultural heritage objectives by using non-invasive methods, thus enhancing the capabilities of safeguarding cultural heritage sites. Multiple types of data provide a better insight for the cultural heritage monitoring. Increasing human industrial activities in the vicinity of the Corvin Castle puts a question mark on the long-term conservation of the historic monument. Satellite imagery provides a large amount of data regarding the castle itself and its surrounding areas, enabling authorities and decision makers to assess the natural or anthropic hazards and mitigate potential damages. Freely available high-resolution satellite imagery that spans from mid 1970s until the present day enables an unprecedented opportunity for the creation of multi-sensor, multi-temporal and cross analysis.

In the field of cultural heritage and archaeological research, Light Detection and Ranging (LiDAR) is a significant technology that provides comprehensive data. LiDAR sensors acquire high-precision 3D information (point cloud) of the land surfaces and buildings.

Knowledge of structures stability is essential in early recognition of potential risks and enables preventive diagnosis of heritage sites. Vertical displacements in wide or remote areas can be identified using Persistent Scatterer Interferometry (PS-InSAR) technique. Measuring millimetric displacements using multi-temporal series of data acquired by spaceborne active sensors is less time consuming compared with in-situ measurements. The two-satellite constellation Sentinel-1 mission offers a 6-day exact repeat cycle at the equator, thus providing fast and high accuracy results for emergency situations and hazards monitoring, suitable for PS-InSAR processing. Monitoring the structure stability of this historical monument is of great importance.

The Corvin Castle, also known as Hunyadi Castle or Hunedoara Castle, is the most spectacular Gothic-style construction in Transylvania, Romania. Today, the castle is a rare historical and architectural example. Built in the mid-15th century, the Corvin Castle is split into three large areas: The Knight’s Hall, the Diet Hall, and the circular stairways. Each of these three parts is surrounded by both circular and rectangular towers that were used for both defense and as a prison.

This paper presents the ongoing activities of bringing together various geospatial technologies and data sources in order to set-up an integrated approach for site monitoring and risk assessment related to the Corvin Castle and other similar cultural heritage objectives. The outcomes will provide significant contributions for implementing suitable protection and preservation measures.

How to cite: Moise, C., Mihalache, C. E., Dedulescu, L. A., Lazăr, A.-M., Badea, A., and Dana Negula, I. F.: Advanced multi-source approach for cultural heritage assessment and monitoring – the case study of the Corvin Castle and its surroundings, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-16549, https://doi.org/10.5194/egusphere-egu2020-16549, 2020.

EGU2020-11214 | Displays | NH6.4 | Highlight

Identifying Heritage Sites using Data Fusion on Location of Spiritual Sites and Geodata: A Case Study of Archeological Investigations in Brunei Darussalam

Kazimierz Becek, Khairunisa Ibrahim, and Joanna Krupa-Kurzynowska

Human civilization and culture on Borneo had generally developed in strong spatial relationship with rivers. Borneo rivers, almost constantly filled in by heavy tropical rains, were ideal topographic features for humans to build their dwellings over and along their banks. Also, as the rivers were full of fish and the banks rich in sago palms and animals, they provided a diversified livelihood for the population limiting agricultural activities. The rivers were also almost exclusive means of transportation to support the trade. These spatial constraints successfully harnessed by the Borneo population ensured the size of the human footprint remained small, thus maintaining the pristine forests with only a very limited space taken up by human settlements. Construction materials for houses were exclusively forest products, which tend to decay quickly because of the high humidity and air temperature. The only durable remains of abandoned human settlements are pottery, clay deposits, some stone and metal objects brought from the North, e.g., China. Therefore, the quest to uncover the cultural heritage of Brunei Darussalam is an extremely challenging one. In this contribution, we report on an attempt to use remote sensing and geoinformation to identify the most likely locations of long-abandoned human settlements. An initial data set is the location of cemeteries and mosques. Besides, topographic data, including LiDAR data, the location of rivers and ponds, abandoned rice fields, landslides, secondary forest plots, historical records, are utilized. Developed maps from this geodata will support possible subsequent archaeological investigations by helping to identify the location of sites of interests. The outcomes of this project may be of interest not only to government departments in charge of the historical and cultural heritage of Brunei Darussalam but also to ecologists documenting the interactions between human civilization and nature.

How to cite: Becek, K., Ibrahim, K., and Krupa-Kurzynowska, J.: Identifying Heritage Sites using Data Fusion on Location of Spiritual Sites and Geodata: A Case Study of Archeological Investigations in Brunei Darussalam, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11214, https://doi.org/10.5194/egusphere-egu2020-11214, 2020.

EGU2020-19773 | Displays | NH6.4

Assessing geo-hydrological hazards with Remote sensing data in Antananarivo (Madagascar) historical center

Andrea Ciampalini, William Frodella, Daniele Spizzichino, Claudio Margottini, and Nicola Casagli

Landslides represent a major threat in Madagascar, especially in the central and eastern regions during the rainy season (from November thru May), when heavy rains from tropical storms and cyclones saturate the soil making mountains and hillsides more susceptible to slope instability phenomena. The capital Antananarivo has been particularly affected by geo-hydrological risks in the last years, with special regards to the March 2015 event, when cyclones triggered diffuse flooding and landslides causing damages, casualties and over 20000 evacuees. Antananarivo area is characterized by the most important historical and cultural heritages in Madagascar, such as the ancient fortifications and palaces at Ambohimanga (located just 20 km north of the town area), protected as an UNESCO World Heritage site since 2001, and the Rova of Antananarivo royal palace complex. Antananarivo was called Analamanga (the "blue forest"), until 1610, when the merina King Andrianjaka built his palace on the highest hill of the city, and built the first Rova (meaning “fort” in Malagasy) to post a garrison of 1000 man. Antananarivo developed from the site of the first Rova at the top of Analamanga hill at about 1480 m a.s.l., becoming the current historical core (the Upper town or the “Haute Ville”), gradually spreading over the whole Analamanga hill slopes (Middle town or the “Ville Moyen”).

In October 2017, a geo-hydrological hazard mapping was performed in the Upper Town by combining field surveys, remote sensing and geomatic data analysis. The output of the performed activities consisted in the creation of a detailed geodatabase, which by means of geomatics methods was integrated with field data, topographic data, high resolution digital terrain models (2 and 1 m spatial resolution), very high resolution optical satellite images (Pleiades-1A with 0.5 m resolution) and homogenized in a Geographic Information System (GIS). This geodatabase represents a fundamental tool for susceptibility, hazard and risk assessment/management activities to be performed in the Antananarivo hill area for a proper management of its cultural and historical heritages.

How to cite: Ciampalini, A., Frodella, W., Spizzichino, D., Margottini, C., and Casagli, N.: Assessing geo-hydrological hazards with Remote sensing data in Antananarivo (Madagascar) historical center, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19773, https://doi.org/10.5194/egusphere-egu2020-19773, 2020.

NH7.2 – Spatial and temporal patterns of wildfires: models, theory, and reality

The recent Australian summer witnessed bushfire at a scale that is without historical precedent. We analysed the scale and severity of the fires, the main processes contributing to their scale, and environmental consequences that have already become apparent.  We did this by combining satellite-derived information of vegetation cover, biomass and history, of soil and vegetation moisture content, and of fire extent and severity. More than 80,000 km2 was burnt, much of it native forest. Fire severity varied, but was overall greater than in preceding years. A critical factor contributing to fire conditions was a multi-year drought in Eastern Australia, which culminated in 2019 with the hottest and driest year in more than a century. During the fire season, fire danger conditions were further exacerbated by oceanic modes in the Indian and Southern Oceans, which limited circulation and caused excessive heating of the Australian land mass. Fuel availability in forests was unusually high. Reasons for this were several, including afforestation and regrowth as well as effective fire suppression in preceding years, while a contributing role for CO2 fertilisation is also plausible. Combined with the drought and associated vegetation mortality, this created a high and flammable fuel load. The fires strongly affected Australia’s total living carbon pool, which was already depleted by several years of below-average rainfall. Greenhouse gas releases associated with drought and bushfires are not considered in official emission accounts, but are of comparable magnitude. The smoke emissions also caused direct health impacts, affecting cities like Sydney, Melbourne and Canberra for prolonged periods. Most of the burnt forests are resilient to fire and will regenerate, assuming rainfall conditions improve. The severity, scale and connectedness of some of the fire complexes suggest ecological recolonization may be very slow, while a number of threatened species may not recover. Perhaps most concerning, some of the forests affected had burnt only years before, whereas other areas contained vegetation communities not experiencing fire for centuries, raising questions about their ability to regenerate and possibly permanent ecological regime shifts.

How to cite: van Dijk, A. and Yebra, M.: The extraordinary 2019/20 Australian bushfire season: contributing processes and environmental impacts, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3804, https://doi.org/10.5194/egusphere-egu2020-3804, 2020.

The 2019/2020 fire season in Australia has been unusually energetic since early spring. In the last days of December and early January an unprecedented number of pyrocumulonimbus (pyroCb) storms erupted in New South Wales and Victoria, creating a seemingly unrivaled stratospheric smoke plume as well as devastation on the ground. Preliminary indications from satellite remote sensing are that the clustering of active pyroCbs and smoke injection heights exceeded all previous Australian pyroCb events, and perhaps pyroCb events worldwide. Similar to another extraordinary pyroCb event, the so-called Pacific Northwest Event in 2017, the Australian smoke plume has been observed to rise above its injection altitude by several kilometers. We report on the active blowups and quantify the impact on stratospheric composition using satellite remote sensing. Our analysis also consists of a quantitative comparison of the 2019/20 Australian pyrocb event with other major pyroCb events such as Black Saturday, Victoria, Australia in 2009. At the time of submission of this abstract, this is an unfolding episode; our report will characterize the unusual nature of this pyroCb event as the evolving plume and satellite remote sensing data permit.

How to cite: Fromm, M. and Kablick III, G.: The Massive New Year 2020 pyroCb Event in Australia: Observations of Unprecedented Stratospheric Smoke, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20366, https://doi.org/10.5194/egusphere-egu2020-20366, 2020.

EGU2020-11610 | Displays | NH7.2

Iberian Fire Regimes for Future Climate Scenarios using a Climate Ensemble

Tomás Calheiros, Mário Pereira, and João Nunes

Iberia Fire Regimes for Future Climate Scenarios using a Climate Ensemble

 

T. Calheiros(1), M.G. Pereira(2,3), J.P. Nunes(1)

(1) CE3C – Centre for Ecology, Evolution and Environmental Changes, Faculdade de Ciências, Universidade de Lisboa, 1749-016 Lisboa, Portugal

(2)Centro de Investigação e de Tecnologias Agro-Ambientais e Biológicas (CITAB), Universidade de Trás-os-Montes e Alto Douro, Vila Real, Portugal

(3)Instituto Dom Luiz (IDL), Universidade de Lisboa, Lisboa, Portugal

 

 

 

Wildfires are generating higher concern worldwide, especially in the Mediterranean regions. Fire season severity and total annual burnt area strongly depend on weather conditions and climate variability.

The first objective of this work was to analyse Fire Weather Indexes (FWI) in the Iberian Peninsula for the present-day conditions and future climate scenarios, using reanalysis data from ERA-Interim (for 1980-2014) and an ensemble of 11 models from EURO-CORDEX, with high spatial (12 km) and daily resolution. FWI were computed for historical (1976 – 2005) and three future periods (2011-2040, 2041 – 2070 and 2071-2100), using maximum temperature, precipitation, relative humidity and wind speed data simulated for two future scenarios (RCP4.5 and RCP8.5). The second objective was to use the Iberian Pyro-Regions and an analysis of the Number of Extreme Days (NED), using previously published methods, to apply on the future scenarios and assess the intra-annual pattern of NED; and, subsequently, to assess if the pyro-regions will change in a future climate, by taking into account the link between monthly burnt area and extreme days found in previous work.

The results anticipate a progressive growth of the SW pyro-region throughout the NW pyro-region, and a shift of the present-day NW pyro-region to most of the provinces occupying the N pyro-region, with exception of those north of the Cantabrian Mountains, in effect moving the present-day pattern northwards. This is driven by the large increase of the NED in summer months and eventually a decrease in March and April. Projections alto point to FWI values increasing considerably when comparing the historical and the future scenarios, especially in late spring and early autumn. These results anticipate a higher fire weather risk in the future, with a larger and stronger fire season.

 

 

References:

 

Calheiros, T., Pereira, M. G and Nunes, J. P. (2020, in press) ‘Recent evolution of spatial and temporal patterns of burnt areas and fire weather risk in the Iberian Peninsula’, Agricultural and Forest Meteorology.

 

How to cite: Calheiros, T., Pereira, M., and Nunes, J.: Iberian Fire Regimes for Future Climate Scenarios using a Climate Ensemble, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11610, https://doi.org/10.5194/egusphere-egu2020-11610, 2020.

EGU2020-12161 | Displays | NH7.2

Seasonal land cover and annual land use mapping for fire modeling

Peng Gong, Han Liu, and Yuqi Bai

Fire modeling needs timely fuel information.  Land cover and land use data are often used for fuel type mapping.  Existing large scale mapping efforts do not provide frequent land cover information, due partly to the lack of frequent raw data, and partly to the huge computational cost.  In this presentation, we will report our latest land cover and land use mapping efforts toward mapping global land cover at seasonal steps while mapping land use at annual intervals.  We report a data-cube approach applied to over 20-year Landsat and Terra and Aqua data (2000-2019) that made it convenient to experiment with various land cover and land use mapping procedures.  

With a data cube, time series analysis can be easily done that allows not only fuel type mapping but also fire event detection.  We report the use of multiple season land cover samples collected in a specific year at the global scale to map seasonal land cover.  We also report the use of historical land use for annual land use mapping. In addition, we report burnt area detection results from the using selected data from historical burnt area maps in training machine learning algorithms based on the data cube.  Land cover and land use data are cross-walked to fuel type data. This approach provide more accurate fuel type data for fire emission estimation and fire behavior modeling.

 

How to cite: Gong, P., Liu, H., and Bai, Y.: Seasonal land cover and annual land use mapping for fire modeling, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12161, https://doi.org/10.5194/egusphere-egu2020-12161, 2020.

EGU2020-16805 | Displays | NH7.2

Integration of spatial fire risk model results into a decision support system – A case study at Laugarvatn, South Iceland

Michaela Hrabalikova, Björn Traustason, and David Christian Finger

Iceland is well known for its harsh weather, long winters and frequent geologic activity impacting on the build and natural environment. Although wildfires are rather rare in Iceland, their occurrence might reach a disastrous extent as revealed during the wildfire in 2006. Today, one of the main challenges consist of optimisation landscape planning, disaster and risk management by integrating state-of-art fire models, knowledge in geographical information systems (GIS) and remote sensing. In this study, we present the implementation of simulation results in a decision support system for fire protection. For this purpose, the area of Laugarvatn in South Iceland was selected as a pilot area. Lagarvatn is an ideal pilot area with a high concentration of summer houses and camp caravans surrounded by large-scale natural birch forests. The core of the study is forest fire spread analysis using simulation models and the identification of accessible water sources for firefighting. The input parameters were generated from remote sensing data and GIS databases. Forest types, canopy cover, wind direction and speed and other meteorological variables, topographic feature accelerating forest fire were crucial parameters for producing fire spread probability maps. The fire spread scenario maps, water source maps and road network analysis is one of the critical elements in the decision support system.

How to cite: Hrabalikova, M., Traustason, B., and Finger, D. C.: Integration of spatial fire risk model results into a decision support system – A case study at Laugarvatn, South Iceland, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-16805, https://doi.org/10.5194/egusphere-egu2020-16805, 2020.

EGU2020-12237 | Displays | NH7.2

Improved daily accuracy from a new VIIRS-based, near-real time GFED emissions product

Niels Andela, Douglas C. Morton, Guido R. van der Werf, Wilfrid Schroeder, Louis Giglio, Yang Chen, and James T. Randerson

 

Biomass burning on natural and agricultural lands has profound effects on atmospheric chemistry, climate, and air quality. Over the past decade, a number of global fire emissions inventories have been developed based on near-real time detection of actively burning fires by the MODIS instruments. However, the MODIS instruments provide variable and incomplete global sampling of fire activity, resulting in large uncertainty in the spatiotemporal accuracy of daily emissions inventories. Here, we compared active fire products from MODIS and VIIRS to characterize product-specific shortcomings of each system with the goal to develop a new, more accurate, global emissions inventory. The VIIRS 375m product was most sensitive to global fire activity and detected up to 55% more energy release from fires than the comparable 1km MODIS product in the tropics. Differences originated from improved coverage, sensitivity to low energy fires, and a more consistent cross-track spatial resolution. Nevertheless, both MODIS and VIIRS instruments showed reduced sensitivity to low energy fires at larger off-nadir angles, resulting in a cyclical pattern of daily fire detections and an underestimate of low energy fires, the dominant fire-type in shoulder seasons and more densely populated regions. Starting in 2018, the constellation of VIIRS instruments aboard NOAA-20 and SNPP provide improved near-nadir coverage, largely eliminating issues originating from incomplete sampling of low-energy fires at the edge of the VIIRS image swath. Based these findings, we developed a new near-real time emissions inventory that is spatially consistent with the GFED4s data record (1997-2016). Spatial allocation of emissions in the new GFED near-real time product differ considerably from existing daily emissions inventories, highlighting how different methodologies redistribute emissions across natural and human dominated landscapes based on daily active fire detections. Using column observations of NO2 and daily fire expansion rates from USGS, we demonstrate that the new, VIIRS-based daily fire emissions product provides more consistent spatial and temporal distribution of fire emissions compared to systems based on MODIS active fire detections. Improved accuracy is critical for air quality forecasts, source attribution, and the development of management strategies to minimize impacts on society.

How to cite: Andela, N., Morton, D. C., van der Werf, G. R., Schroeder, W., Giglio, L., Chen, Y., and Randerson, J. T.: Improved daily accuracy from a new VIIRS-based, near-real time GFED emissions product, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12237, https://doi.org/10.5194/egusphere-egu2020-12237, 2020.

EGU2020-21099 | Displays | NH7.2

Human Perception of and Response to Wildfire Smoke

Mariah Fowler and Mojtaba Sadegh

Wildfire smoke presents a growing threat in the Western U.S.; and human health, transportation, and economic systems in growing western communities suffer due to increasingly severe and widespread fires. While modelling wildfire activity and associated wildfire smoke distributions have substantially improved, understanding how people perceive and respond to emerging smoke hazards has received little attention. Understanding and incorporating human perceptions of threats from wildfire smoke is critical, as decision-makers need such information to mitigate smoke-related hazards. We surveyed 614 randomly selected people (in-person) across the Boise Metropolitan Area in Idaho and 1,623 Boise State University affiliates (online), collecting information about their level of outside activity during smoke event(s), knowledge about the source of air quality information and effective messaging preference, perception of wildfire smoke as a hazard, and smoke-related health experiences. This relatively large dataset provides a novel perspective of people’s perception of smoke hazards and provides crucial policy-relevant information to decision-makers. Dataset is available to the public and can be used to address a wide range of research questions.

How to cite: Fowler, M. and Sadegh, M.: Human Perception of and Response to Wildfire Smoke, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21099, https://doi.org/10.5194/egusphere-egu2020-21099, 2020.

EGU2020-5773 | Displays | NH7.2

Identification of favourable local-scale weather forcing conditions to Iberia’s largest fires

Inês Vieira, Ana Russo, and Ricardo M. Trigo

The Mediterranean region is characterized by frequent summer wildfires, which represent an environmental and socioeconomic burden [1]. Some Mediterranean countries (or provinces) are particularly prone to Large Fires (LF), namely Portugal, Galicia (Spain), Greece, and southern France [1,2]. Moreover, the Mediterranean basin corresponds to a major hotspot of climate change, and anthropogenic warming is expected to increase the total burned area due to wildfires in Iberian Peninsula (IP) [3].

Here, we propose to classify summer LF (June-September) for fifty-four provinces of the IIP according to their local-scale weather conditions (i.e. temperature, relative humidity, wind speed) and to fire danger weather conditions as measured by two fire weather indices (Duff Moisture Code and Drought Code). A cluster analysis was applied to identify a limited set of Fire Weather Types (FWT), each characterized by a combination of meteorological conditions leading to a better understanding of the relationship between meteorological drivers and fire occurrence. For each of the provinces, two significant FWT were identified with different characteristics, one dominated by high positive temperature anomalies and negative humidity anomalies (FWT1), and the other by intense zonal wind anomalies (FWT2) with two distinct subtypes in Iberia (FWT2_E and FWT2_W). Consequently, three distinct regions in the IP are identified: 1) dominated by FWT1, which is responsible for the largest amount of area burned in most of central-West provinces of Iberia; 2) the regions where the FWT2_E, associated with east winds is predominant, which are concentrated in the Northwest regions of the IP and the 3) regions where second subtype dominates, related with west winds (FWT2_W) in the easternmost provinces of the peninsula. Additionally, it was possible to verify that for each of the three regions the influence of the variables under study varies at different timescales. We reinforce the importance of studying the problem associated with LF for regions where similar conditions were verified regardless national borders.

 

[1] Trigo, R. M., Sousa, P. M., Pereira, M. G., Rasilla, D., & Gouveia, C. M. (2013). “Modelling wildfire activity in Iberia with different atmospheric circulation weather types”. International Journal of Climatology 36(7), 2761–2778. https://doi.org/10.1002/joc.3749.

[2] Ruffault, J., Moron, V., Trigo, R. M., & Curt, T. (2016). “Objective identification of multiple large fire climatologies: An application to a Mediterranean ecosystem”. Environmental Research Letters 11(7). https://doi.org/10.1088/1748-9326/11/7/075006.

[3] Sousa, P. M., Trigo, R. M., Pereira, M. G., Bedia, J., & Gutiérrez, J. M. (2015).”Different approaches to model future burnt area in the Iberian Peninsula”. Agricultural and Forest Meteorology 202, 11–25. https://doi.org/10.1016/j.agrformet.2014.11.018.

 

Acknowledgements: This work was supported by national funds through FCT (Fundação para a Ciência e a Tecnologia, Portugal) under project IMPECAF (PTDC/CTA-CLI/28902/2017). The authors also thank Miguel M. Pinto for extracting the ERA-Interim reanalysis, the MSG and the FWI data used in this study.

How to cite: Vieira, I., Russo, A., and M. Trigo, R.: Identification of favourable local-scale weather forcing conditions to Iberia’s largest fires, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5773, https://doi.org/10.5194/egusphere-egu2020-5773, 2020.

EGU2020-5872 | Displays | NH7.2

Coupling wildfire spread and erosion models to quantify post-fire erosion in Northern Sardinia, Italy

Liliana Del Giudice, Bachisio Arca, Peter Robichaud, Alan Ager, Annalisa Canu, Pierpaolo Duce, Grazia Pellizzaro, Andrea Ventura, Fermin Alcasena-Urdiroz, Donatella Spano, and Michele Salis

High severity wildfires can have many negative impacts on ecosystems. In this work, we coupled wildfire spread and erosion prediction modelling to evaluate the effects of fuel reduction treatments in preventing soil runoff in Mediterranean ecosystems. The study was carried out in a 68,000-ha forest area located in Northern Sardinia, Italy. We treated 15% of the study area, and compared no-treatment conditions vs alternative strategic fuel treatments. We estimated pre- and post-treatment fire behaviour by using the Minimum Travel Time (MTT) fire spread algorithm. For each fuel treatment scenario, we simulated 25,000 wildfires replicating the historic weather conditions associated with severe wildfires in the area. Sediment delivery was then estimated using the Erosion Risk Management Tool (ERMiT). Our results showed how post-fire sediment delivery varied among and within the fuel treatment scenarios tested. The treatments realized nearby roads were the most efficient. We also evaluated the effects of other factors such as exceedance probability, time since fire, slope, fire severity and vegetation type on post-fire sediment delivery. This work provides a quantitative assessment approach to inform and optimize proactive risk management activities aimed at reducing post-fire erosion in Mediterranean areas.

How to cite: Del Giudice, L., Arca, B., Robichaud, P., Ager, A., Canu, A., Duce, P., Pellizzaro, G., Ventura, A., Alcasena-Urdiroz, F., Spano, D., and Salis, M.: Coupling wildfire spread and erosion models to quantify post-fire erosion in Northern Sardinia, Italy, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5872, https://doi.org/10.5194/egusphere-egu2020-5872, 2020.

EGU2020-9222 | Displays | NH7.2

Product dependency of Fire-driven surface albedo radiative forcing global estimates: a spatial and temporal consistency analysis

Bernardo Mota, Nadine Gobron, Christian Lanconelli, and Fabrizio Capucci

This paper addresses the product consistency in a cross-ECV model space driven ECV’s to estimate the radiative forcing (RF) due to the direct effect of fire- driven surface albedo change. Monthly radiative forcing’s are modeled using three Earth Observation land surface albedo (MCD43C3, GlobAlbedo and Copernicus Global Land Services) and five burnt area (FireCCIv4, FireCCIv5, MCD45C5, MCD64C6 and Copernicus Global Land Services) products, and the ERA5 downward Solar radiation at the Surface. The ensemble consistency is analyzed spatially and seasonally by vegetation cover type using the Land Cover CCI product, and using four spatial resolutions (0.05°, 0.10°, 025° and 0.5°). Results show that depending on the combined products and spatial resolution, estimates can differ significantly. In general, higher estimates result at coarser resolutions and variation between product combinations can differ between 26% to 46%, depending on the type of vegetation. In addition, significant temporal trends of opposing signs can be detected. This study presents an example of cross-ECV modelling. Due to the increasing number, and coverage, of Earth Observation satellite programs, these results highlight the need to assess the fitness for purpose of the derived products.

How to cite: Mota, B., Gobron, N., Lanconelli, C., and Capucci, F.: Product dependency of Fire-driven surface albedo radiative forcing global estimates: a spatial and temporal consistency analysis , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9222, https://doi.org/10.5194/egusphere-egu2020-9222, 2020.

EGU2020-15263 | Displays | NH7.2

Dissemination of seasonal fire weather information for stakeholders and researchers

Folmer Krikken, Jonathan Eden, and Igor Drobyshev

Fire is the primary driving factor of the ecosystem dynamics of many forests, directly affecting the global carbon balance and atmospheric concentrations of the trace gases including carbon dioxide. Recent anthropogenic influence has led to an increase in frequency and impact of wild fires. Hence, it is of vital importance to predict forest fire risk at monthly and seasonal time scales in order to mitigate its impacts, including fire driven dynamics of ecosystem and socio-economic services.

Resilience of the ocean–atmosphere system provides potential for early detection of upcoming fire season intensity. Here, we report on the development of a probabilistic empirical prediction system for forest fire risk on monthly to seasonal timescales across the Northern Hemisphere, using local and large scale climate information as predictors for future fire weather. The fire risk is quantified by the monthly drought code (MDC), which is an established indicator for seasonal fire activity.

The forecasts are disseminated through the KNMI climate explorer, using an interactive online Python application, in order to convey forecast information in a simple and digestible manner. A forecasting page allows for end-users to assess local seasonal fire weather risk, associated forecast skill, and the relation between historical MDC and observed fires. The forecasts are updated monthly throughout the fire season. A research page allows for local and global analysis of the sources of predictability, and characterization of the patterns of spatial and temporal variability of fire weather risk.

How to cite: Krikken, F., Eden, J., and Drobyshev, I.: Dissemination of seasonal fire weather information for stakeholders and researchers, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-15263, https://doi.org/10.5194/egusphere-egu2020-15263, 2020.

EGU2020-20346 | Displays | NH7.2

Changes in the timing and length of the fire season in Spain

Itziar R. Urbieta, Gonzalo Arellano, and José M. Moreno

Fire activity has decreased in the last decades in Spain, as a whole and in most regions. However, little is known about the changes in the fire season peak, timing, and length. Here we studied the temporal variation in the fire season since the 1970’s for different Spanish regions. We analyzed weekly time series of annually burned area by fitting GAMs (Generalized Additive Models) models in R. Area burned was log transformed and smoothing P-splines were fit to study weekly seasonality. GAMS allowed us to model spring, summer, and autumn fire seasons. Changes in the sign of the smoothing parameter determined the timing (onset/end dates) of each fire season, while the maximum value of the parameter established the peak of the fire season. We applied trend analysis to study inter-annual variation in fire season timing, length, and amplitude. We found temporal and spatial differences in the fire season across regions. In the northern Atlantic regions, models performed better, and captured a bimodal fire season (spring-summer). Nonetheless, the bimodal fire-season structure is no longer distinguishable in recent years, since both are increasing in duration. In the Mediterranean regions, larger peaks of burned areas occur in shorter time spans. The amplitude and duration of the summer season is decreasing, probably due to the increase in fire suppression during the summer. The summer season is starting earlier, while, in general, no trend was found for the end of the season. Furthermore, spring fire peaks in Mediterranean regions are becoming more frequent, suggesting that more attention should be paid to these out-of-season conditions.

How to cite: Urbieta, I. R., Arellano, G., and Moreno, J. M.: Changes in the timing and length of the fire season in Spain, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20346, https://doi.org/10.5194/egusphere-egu2020-20346, 2020.

EGU2020-21068 | Displays | NH7.2

Multiscale local definition of the wildland-urban interface to mitigate fire risk: an evidence-based approach

Alejandro Miranda, Jaime Carrasco, Mauro González, Cristobal Pais, Antonio Lara, Andrés Weintraub, Adison Altamirano, and Alexandra Syphard

The Wildland-Urban Interface (WUI) is the spatial manifestation of the coupling of human communities and ecosystems, and wildfire is the most prominent issue. The WUI accounts for large percentages of fire prevention and suppression expenditures because it is where most human fatalities and structure losses occur. Therefore a fire-risk based definition of the spatial delimitation of the WUI may be critical to properly distributing prevention action and management investments to obtain the maximum social return. We present the first methodological approach that can be used to delineate the WUI based on a fire risk assessment. To accomplish this, we developed a geographical framework to model fire risk with the most prominent drivers and their interactions to define spatial explicit thresholds of the WUI. We built a Bagged Decision Tree (BDT) model to quantify fire risk based on Human Activity, Geographic and Topographic, and Land Cover variable interaction with fire ignition. For national and subnational threshold definition, we used Partial Dependence Plots (PDP) to analyze relationships between individual variables and predicted responses. A PDP can show the inflection point where a management action could potentially attain the best social return for decreasing fire risk. We find that the spatial threshold can vary more than double between subnational areas using the local fire risk-based approach. Subnational threshold definition accounts for 52% of fires in 3.4% of the national territory where lives 63% of the human population versus the conventional threshold or even nationally defined threshold that accounts for 36% and 54.4% of fires but in 3.3% and 4.3% of the land respectively. This multi-scale approach can be used to identify both general thresholds for large-scale applications as well as local thresholds for defining the WUI both operationally and empirically to determine optimal management areas.

How to cite: Miranda, A., Carrasco, J., González, M., Pais, C., Lara, A., Weintraub, A., Altamirano, A., and Syphard, A.: Multiscale local definition of the wildland-urban interface to mitigate fire risk: an evidence-based approach, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21068, https://doi.org/10.5194/egusphere-egu2020-21068, 2020.

EGU2020-21761 | Displays | NH7.2

Global distribution and temporal patterns of fire on peatlands

Farina de Waard, Alexandra Barthelmes, and Hans Joosten

Peatland ecosystems provide critical ecosystem-services such as water and carbon storage and harbor unique biodiversity. Once ignited, peat fires may burn uncontrollably for weeks or months resulting in rapid ecosystem degradation and excessive CO2- Emissions. Despite the impact of peat fires on ecosystem services and climate, peatland fire regimes remain poorly characterized for many parts of the world. Here we investigate the global occurrence of peatland fires over the last two decades.

We estimate the global extent of peatland fires from 2009 to 2018 and identify drivers of variability and trends using a global peatland map (Global Peatland Database /Greifswald Mire Centre 2019), active fire detections from the Moderate Resolution imaging Spectroradiometer (MODIS), and several fire regime and climate anomaly-datasets. The data were used to delineate 14 ‘Peatland Fire Regions’ (PFR).

Our results indicate that between 2009 and 2018 globally 553,950 km² of peatland have been affected by fire (7.88 % of the global peatland area), whereas patterns and trends are widely differing. The extent of fire-affected area in the PFRs of Boreal North America and Boreal Eurasia both exceeded 80,000 km², which for both areas accounts for ~3.5 % of the peatland area. In the same time, over 120,000 km² were affected in both Central Asia and Equatorial Asia, i.e. ~23 % of their respective peatland area.

Northern peatlands are rather subject to natural fires and fire incidence is mostly driven by climate anomalies like droughts. Large peaks in fire occurrence in Boreal North America and Boreal Eurasia were correlated with higher temperatures and less rain. The strong linkage of inter-annual fire variability to temperature anomalies suggests that in these regions fire frequency and intensity may increase in future.

In tropical regions, particularly those of Africa and Asia, peatland fires tended to occur on degraded peatlands and fires occurred often multiple times on the same site during our study period. While inter-annual variability in fire occurrence was strongly determined by climate, the long term trends in these regions are dominated by human land management. In Africa the fire affected peatland area was rather constant over the years and fires had the highest return frequency, which reflects the widespread culture of burning in land reclamation and agriculture.

Southern/Equatorial Asia and to some extent South America showed peaks correlated with ENSO associated drought events, leading to the largest fire-affected peatland area in just one year in the Equatorial Asia region of 50,900 km² (in 2015).

How to cite: de Waard, F., Barthelmes, A., and Joosten, H.: Global distribution and temporal patterns of fire on peatlands, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21761, https://doi.org/10.5194/egusphere-egu2020-21761, 2020.

EGU2020-11786 | Displays | NH7.2

Wildfire weather, intensity and smoke emissions of large-scale fire events in 2019

Mark Parrington, Francesca Di Giuseppe, Thomas Smith, Claudia Vitolo, Sebastien Garrigues, Martin Wooster, Tianran Zhang, Johannes Kaiser, Melanie Ades, Anna Agusti-Panareda, Jerome Barre, Nicolas Bousserez, Richard Engelen, Johannes Flemming, Antje Inness, Zak Kipling, Vincent-Henri Peuch, Freja Vamborg, and Ruth Coughlan

Effective monitoring of global wildfire activity requires comprehensive knowledge of changing environmental (including atmospheric and hydrological) conditions, fuel availability and routine observations of fire locations and intensity. The European Centre for Medium-Range Weather Forecasts (ECMWF) through its operation of, and contribution to, different Copernicus Services is in a unique position to provide detailed information on the conditions leading to wildland fire activity, the evolution of wildfires, and their potential impacts, when they occur. Fire weather forecasts from the Copernicus Emergency Management Service, and surface climate anomalies from the Copernicus Climate Change Service both provide context to the environmental conditions required for wildfires to persist. Analyses based on observations of fire radiative power, along with analyses and forecasts of associated atmospheric pollutants, from the Copernicus Atmosphere Monitoring Service aid in quantifying the scale and intensity in near-real-time and the subsequent atmospheric impacts. During 2019, regions of anomalously hot and dry surface conditions in Arctic Siberia and southeast Australia experienced large-scale, long-duration wildfires which burned thousands of square kilometres with a total intensity that was significantly above the average of the previous 16 years of data in those regions. We present an overview of the evolution of fire activity in Siberia between June-August 2019, and Australia between September 2019-January 2020, based on ECMWF/Copernicus data for fire weather, climate anomalies and active fires. We will show that the different datasets, while being relatively independent, show a strong correspondence and provide a wealth of information vital to understanding global wildfires, their underlying causes and environmental impacts.

How to cite: Parrington, M., Di Giuseppe, F., Smith, T., Vitolo, C., Garrigues, S., Wooster, M., Zhang, T., Kaiser, J., Ades, M., Agusti-Panareda, A., Barre, J., Bousserez, N., Engelen, R., Flemming, J., Inness, A., Kipling, Z., Peuch, V.-H., Vamborg, F., and Coughlan, R.: Wildfire weather, intensity and smoke emissions of large-scale fire events in 2019, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11786, https://doi.org/10.5194/egusphere-egu2020-11786, 2020.

EGU2020-12920 | Displays | NH7.2

Wildfires in Europe: the role of land use/land cover changes

Joana Parente, Marj Tonini, Zoi Stamou, Nikos Koutsias, and Mário Pereira

Wildfire (WF) has the potential to occur in more than 30% of the worldwide land area, in many different biomes/ecosystems/land cover types, where it is controlled mainly by the environmental drivers such as vegetation structure, meteorological/climate conditions, and human activities. On the other hand, land use/land cover changes (LULCC) are one of the most important global alterations of the environment. In the last decades, Europe registered significant-high fire incidence and LULCC between all land cover classes. In the 2000 – 2018 period, according to the European Forest Fire Information System (EFFIS), Europe was affected by 18 882 WFs which burned 6 887,713 ha. According to CORINE land cover maps, the observed LULCC area in Europe for the same period was of 23,510,075 ha. Recent studies suggested that regional LULCC in the last decades promoted the occurrence of more and larger WF, in some European regions. Therefore, the main objectives of this study were to assessed the LULCC in and around burnt areas (BAs) during the 2000–2018 period. This study benefits from the use of reliable CORINE inventories and EFFIS BA product. A geospatial methodological approach was implemented to identify and quantify LULCC and to characterize the relationship between LULCC and WFs in Europe. This research provides a detailed characterization of the LULCC in and around BAs in Europe, and attempts to contribute to a better management of the landscape, urbanization and wildland-urban interface to reduce related losses in the natural and human system including losses of life, property and assets.

How to cite: Parente, J., Tonini, M., Stamou, Z., Koutsias, N., and Pereira, M.: Wildfires in Europe: the role of land use/land cover changes, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12920, https://doi.org/10.5194/egusphere-egu2020-12920, 2020.

EGU2020-13014 | Displays | NH7.2

Frequentist and Bayesian extreme value analysis on the wildfire events in Greece

Nikos Koutsias and Frank A. Coutelieris

A statistical analysis on the wildfire events, that have taken place in Greece during the period 1985-2007, for the assessment of the extremes has been performed. The total burned area of each fire was considered here as a key variable to express the significance of a given event. The data have been analyzed through the extreme value theory, which has been in general proved a powerful tool for the accurate assessment of the return period of extreme events. Both frequentist and Bayesian approaches have been used for comparison and evaluation purposes. Precisely, the Generalized Extreme Value (GEV) distribution along with Peaks over Threshold (POT) have been compared with the Bayesian Extreme Value modelling. Furthermore, the correlation of the burned area with the potential extreme values for other key parameters (e.g. wind, temperature, humidity, etc.) has been also investigated.

How to cite: Koutsias, N. and Coutelieris, F. A.: Frequentist and Bayesian extreme value analysis on the wildfire events in Greece , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13014, https://doi.org/10.5194/egusphere-egu2020-13014, 2020.

EGU2020-18654 | Displays | NH7.2

How unusual are fire conditions ?

Francesca Di Giuseppe, Claudia Vitolo, and Blazej Krzeminski

Extreme fire danger is expected in certain regions at summer times. However in some cases (e.g. Australian fire in 2019) possibly because of  early onsets or  prolonged conditions,  fires lead to catastrophic outcomes. These events are often referred as "anomalous" without a quantification. At the European Centre for Medium-Range Weather Forecasts (ECMWF), one tool that could aid pinpointing how uncommon these  situations  are  is the extreme forecast index (EFI), an index that highlights regions that are forecast to substantial diverege  from  to the local climate. 
The EFI concept has been in the past applied to meteorological fields such as temperature and precipitation. In this work we build on  previous findings by undertaking a global verification out to 15 days forecast  on the ability of the EFI for the Fire Weather Index (FWI)to capture extreme observed fire. Using the ECMWF ensemble prediction system and probabilistic skills score we analyse the fire season in  2019. In most case the  EFI is more skillful than the simple FWI to detect anomalous conditions for fire danger.


Following these results, the operational implementation of the FWI EFI  is currently being planned.

How to cite: Di Giuseppe, F., Vitolo, C., and Krzeminski, B.: How unusual are fire conditions ?, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18654, https://doi.org/10.5194/egusphere-egu2020-18654, 2020.

Crop residue and rangeland burning is a common practice in the United States but verified ground-based estimates for the frequency of these fires is sparse. We present a comparison between known fire locations collected during the summer 2019 NOAA/NASA FIREX-AQ field campaign with several satellite-based active fire detections to estimate the occurrence of small-scale fires in agroecosystems. Many emissions inventories at the state-, country-, and global-level are driven by active fire detections and not burned area estimates for small fires in agroecosystems. The study area is focused on the southern Great Plains and Mississippi Delta of the United States. We combined fire occurrence data from 375 m Visible Infrared Imaging Spectrometer (VIIRS), 1 km Moderate Resolution Imaging Spectroradiometer (MODIS), and 2 km Geostationary Operational Environmental Satellite (GOES) active fires with 30 m land use data from U.S. Department of Agriculture Cropland Data Layer (CDL). The detections were compared to fires and land use validated in the field during the NOAA/NASA FIREX-AQ mission. GOES detected these fires at a higher frequency than MODIS or VIIRS. For example, MODIS detected 873 active fires and VIIRS detected 2,859, while GOES detected 13,634 active fires. Additionally, a large amount of the fires documented in the field, approximately 41%, were not detected by any satellite instrument used in the study. If GOES detections are excluded, approximately 5% of the documented fires were detected. This suggests that a large amount of cropland and rangeland burning are not detected by current active fire products from polar orbiting satellites like MODIS and VIIRS, with implications for regional air pollution monitoring, emissions inventories, and climate impacts of open burning.  

How to cite: Rintsch, E. and McCarty, J. L.: Where’s the fire? Using in-situ observations from the NOAA/NASA FIREX-AQ campaign to validate small fire in the central and southern U.S. , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3076, https://doi.org/10.5194/egusphere-egu2020-3076, 2020.

EGU2020-3632 | Displays | NH7.2

Analyzing trends of changes in fire regimes on a global scale

Michael Nolde, Simon Plank, Monika Friedemann, and Torsten Riedlinger

Analyzing trends of changes in fire regimes on a global scale

Wildfire is a dominant factor for shaping the landscape ecology in many parts of the world. It also poses an enormous threat to human lives and property. Climate change is expected to influence historical fire patterns, e.g., to intensify the occurrence of fire in already fire-prone ecosystems. This work is an attempt to investigate trends of changes in fire regimes on a global scale, regarding seasonality, intensity, and distribution of fire activity.

Thermal remote sensing allows the monitoring of wildfire activity worldwide. Data from several satellite sensors featuring varying spatial/temporal resolutions and radiometric sensitivities have been used towards that purpose, allowing for a combined temporal resolution of only a few hours between satellite overpasses (in the case of geostationary satellites, such as MSG or GOES, data is even gathered every 15 minutes). The combination of the acquired data therefore allows a fairly seamless monitoring timespan of several decades.

Due to the differences in utilized systems and methodologies, however, these data collections are highly heterogeneous regarding spatial/temporal resolution, utilized data formats, naming conventions, data types and comprised information. In preparation for this work, available datasets have been collected and harmonized, e.g. fire radiative power (FRP) has been corrected to account for the respective spatial resolution. By that, a comprehensive, decade-scale data basis was generated, which is used to derive fire related trends.

This study uses data from AQUA/TERRA MODIS, SUOMI-NPP VIIRS, MSG SEVIRI (covering Europe, South America and Africa), ENVISAT AATSR as well as ERS-2 ATSR-2. The generated data basis covers the time span from June 1995 to October 2019 and contains a collection of several billion active fire locations together with radiated power. The data was transferred into a uniform grid of 1x1 degrees, which was then analyzed regarding year-to-year developments.

 

How to cite: Nolde, M., Plank, S., Friedemann, M., and Riedlinger, T.: Analyzing trends of changes in fire regimes on a global scale, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3632, https://doi.org/10.5194/egusphere-egu2020-3632, 2020.

EGU2020-3727 | Displays | NH7.2

Applying Raman Spectroscopy to Modern and Palaeocharcoals Associated with Wildfire Activity

Thomas Theurer, David Muirhead, and David Jolley

Evidence of wildfire activity in deep time is preserved in the rock record as fossilised charcoal. Modern wildfire temperature is often a function of fuel type, structure and availability. These three factors are reliant upon climatic conditions and offer a potential insight into palaeoenvironmental conditions through geothermometric analysis of preserved charcoals. Much like the analysis of vitrinite reflectance as an assessor of thermal maturity, similar methodology has been applied historically to charcoal in order to obtain palaeowildfire temperatures.  Raman spectroscopy has similarly been applied to organic material as an identifier of thermal maturity, via the analysis of carbon microstructure changes with increasing temperature – however very little palaeocharcoal has been analysed via Raman spectroscopy, with no apparent application to palaeowildfire geothermometry. Through the application of Raman spectroscopy, we present the first comparison of modern pyrolyzed plant material with spectra of early Danian palaeocharcoals, associated with wildfire activity. These results indicate that Raman spectroscopy of modern wildfire charcoal facilitates a correlation between charcoal microstructure change and temperature of formation. This in turn has enabled comparison with palaeocharcoal, and the generation of reliable wildfire geothermometry. With this new methodology, we intend to further the understanding of (1) changes in palaeowildfire regimes and intensity through time (2) the interaction between climate, plant community composition and structure, and palaeowildfires  (3) correlation and comparison with existing palaeowildfire interpretive approaches. Further analysis and experimentation is required to identify the impact of fire determining factors on observed spectra to target the new approach towards interpreting current and future wildfire behaviour under climatic stress. 

How to cite: Theurer, T., Muirhead, D., and Jolley, D.: Applying Raman Spectroscopy to Modern and Palaeocharcoals Associated with Wildfire Activity, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3727, https://doi.org/10.5194/egusphere-egu2020-3727, 2020.

EGU2020-4593 | Displays | NH7.2

Estimation of Forest Fire Risk by Using Fire Weather Index in the MENA Region

Burcu Calda, Kamil Collu, Aytac Pacal, and Mehmet Levent Kurnaz

Forest fires are naturals in the Mediterranean ecosystems. However, in the last decade, the number of wildfires has significantly increased in the Mediterranean basin along with climate change. Therefore, forecasts of this region by using fire indices are crucial to take necessary precautions. In the present study, the projected changes for the period 2070 - 2099 concerning the control period 1971 - 2000 were used to estimate forest fire risk by the Canadian Fire Weather Index (FWI). RCP4.5 and RCP8.5 emission scenarios (IPCC) outputs of MPI-ESM-MR and HadGEM2-ES dynamically downscaled to 50 km for the CORDEX-MENA domain with the use of the RegCM4 were utilized. ERA-Interim observational data from ECMWF covering the period 1980-2012 were also used to test the performances of models. The output of MPI-ESM-MR gave more similar fire risk prediction with the reforecast of observational data (ERA-Interim). Thus, the MPI-ESM-MR model could be more suitable to estimate fire risk by FWI. According to future projection, forest fire risk will significantly increase throughout the region for the last 30 years of this century.

How to cite: Calda, B., Collu, K., Pacal, A., and Kurnaz, M. L.: Estimation of Forest Fire Risk by Using Fire Weather Index in the MENA Region, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4593, https://doi.org/10.5194/egusphere-egu2020-4593, 2020.

The present work deals with the time series analysis of remotely sensed Moderate Resolution Imaging Spectroradiometer (MODIS) Land Surface Temperature (LST). While many works have been published concerning the trends of nighttime and daytime LST at the regional or local scale, little attention has been paid to structural changes observed within the LST time series in various sub-periods. This could be of much interest not only for climate studies but also for unveiling the possible relation between natural disasters such as wildfires and global changes. In this work we tested the hypothesis of a constant trend in LST time series from 2000 to 2019 and highlighted the existence of periods with changing trends. The methodology was applied in an area of approximately 17.000 km2 located in NE Greece and South Bulgaria. The nighttime and daytime LST time series data were initially subjected to a gap filling algorithm to account for missing values and were then aggregated at the catchment level. Furthermore, LST time series were analyzed using the Breaks For Additive Season and Trend (BFAST) method. Results indicated that an abrupt change in both nighttime and daytime LST trends was observed in all examined time series, indicating a transition from a decreasing LST regime from 2002 to 2006 to an abrupt increasing thereafter until today. An initial comparison with the existing inventory of wildfires in the area for the last 20 years indicated an increase of wildfire events which coincides with the LST breakpoint, indicating thus possible connections between rising LST and wildfire events.

How to cite: Gemitzi, A. and Falalakis, G.: Analyzing trends in Land Surface Temperature using remotely sensed time series data and the BFAST method, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6732, https://doi.org/10.5194/egusphere-egu2020-6732, 2020.

EGU2020-7594 | Displays | NH7.2

Wildfires risk and spatio-temporal dynamic in the Chiquitania region (Bolivia)

Marcela Bustillo Sanchez, Baptiste Poffet, Marj Tonini, and Paolo Fiorucci

Wildfires risk in the Amazonian forest will probably increases in the future as a consequence of the predicted increased frequency of droughts combined with the growing rate of deforestation. The main cause of fire ignition in the Amazon tropical rainforest is anthropogenic (human-made). Indeed, burning is the easiest and cheaper way to clear the land, especially in the absence of transport or roads. This practice, known as slash-and-burn, consist on cutting trees and low vegetation/agricultural residuals and finally burning the biomass. The purpose is to make way for agriculture, livestock, logging, or simply to clear the agricultural land for new cultivations. In Bolivia this centuries-old practice of burning portions of tropical forest to prepare fields for the next year’s crop is called chaqueo. This practice can get out of control and initiate large fires, burning hectares and hectares of forest. Moreover, in September 2019 a controversial national decree, allowed the use of chaqueo in forestry areas to promote the expansion of the agricultural frontier, triggered an unprecedented situation. Although it is evident that fires in Bolivia, mainly cause by the practice of chaqueo, and land use and land cover change (LULCC), mainly the deforestation, are related, the spatio-temporal association among these two elements has not been deeply investigated jet.

The present study aims at investigating the spatio-temporal evolution of wildfires in the Chiquitania region, Bolivia, and its relationship with LULCC, particularly with regards to the deforestation, in the last three decades. The investigated region is located in the Department of Santa Cruz and is part of the Chiquitano dry forest ecoregion - spreading over Bolivia, Brazil and Paraguay - connecting the Gran Chaco shrublands to the south with the Amazon rainforests to the north. The characteristic tropical forest biome combined with the the near future drier and more seasonally extreme climatic conditions will increase the risk of wildfires in the Chiquitania region. Changes are also driven by the actual policies supporting the settlement of new farming communities and the expansion of the agricultural frontier and the road network in the region.

The investigation methods are based on a geospatial statistical approaches allowing to: 1) explore LULCC within the entire the study period and elaborate the map of changes showing the transitions among different classes; 2) quantify gained and lost areas for the classes forest, urban and croplands; 3) investigate the evolution in space and in time of fires and map local over-densities; 4) asses the main drivers for fire risk in the region.

How to cite: Bustillo Sanchez, M., Poffet, B., Tonini, M., and Fiorucci, P.: Wildfires risk and spatio-temporal dynamic in the Chiquitania region (Bolivia), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7594, https://doi.org/10.5194/egusphere-egu2020-7594, 2020.

EGU2020-8364 | Displays | NH7.2

Trends and patterns in annually burned forest areas and fire weather across the European boreal zone in the 20th and early 21st centuries

Igor Drobyshev, Mara Kitenberga, Nina Ryzhkova, Jonathan Eden, Folmer Krikken, and Gui Pinto

Fire remains the main natural disturbance factor in the European boreal zone (EBZ), which exhibits strong gradients in climate conditions, modern and historical patterns of forest use, and the modern human infrastructure density. Understanding climatic forcing on fire activity is important for projecting effects of climate change on multiple ecosystem services in this region. Here we analyzed available records of annually burned areas (ABA) in 16 administrative regions of EBZ (countries or sub-country units) and fire weather variability to test for their spatio-temporal patterns over 1901-2017. To define sub-regions of EBZ with similar fire activity we compiled 30-60 year long ABA chronologies and clustered them in Euclidian space to identify regions of EBZ with temporally synchronous fire activity. We then reconstructed 100-year long ABA chronologies for each cluster, capitalizing on its member with the highest correlation between observational fire record and climatological fire weather proxy (MDC, monthly drought code). The 100-year chronologies helped identified large fire years (LFY), i.e. years with the ABA being above 10% of its long-term distribution. The climatic forcing of these events was tested in superposed epoch analysis operated with gridded 500 hPa pressure fields. Finally, we tested trends in (a) synchrony of LFY's across clusters, (b) MDC values over the EBZ, and (c) spatial variability in July MDC over the EBZ geographic domain during 1901-2017.

EBZ exhibits large variability in forest fire activity with the fire cycles varying from ~104 (Scandinavia) to 3*102 years (Russian Republic of Komi). Clustering of administrative units in respect to their ABA suggested the presence of sub-regions with synchronous dynamics of ABA, located  along W-E and S-N gradients. LFYs in each of the cluster was associated with the development of the high pressure cell over the regions in question in July, indicating climatic forcing of LFYs. Contingency analysis indicated no long-term trend in the synchrony of LFYs observed simultaneously in several administrative units. We observed a trend towards higher values of MDC for the months of April and May in the western section of EBZ (April) and southern-eastern sections of the Baltic sea region and North sections of EBZ in Russia (May). Trends in MDC during the summer months were largely absent. We discuss teleconnections of fire activity in the EBZ with Atlantic SST.

How to cite: Drobyshev, I., Kitenberga, M., Ryzhkova, N., Eden, J., Krikken, F., and Pinto, G.: Trends and patterns in annually burned forest areas and fire weather across the European boreal zone in the 20th and early 21st centuries, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8364, https://doi.org/10.5194/egusphere-egu2020-8364, 2020.

Fire is recognized as an important land surface disturbance, as it influences terrestrial carbon cycle, climate and biodiversity. Accurate and efficient mapping of burned area is beneficial for social and environmental applications. Remote sensing plays a key role in detecting burned areas and active fires from reginal to global scales. Due to the free access to the Landsat archive, studies using dense time series of Landsat imagery for burned area mapping are appearing and increasing. However, the performance of Landsat time series when using different indices for burned area mapping has not been assessed. In this study, the objective was to identify which indices can detect burned area better when using Landsat time series in savanna area of southern Burkina Faso. We selected Burned Area Index (BAI), Normalized Burned Ratio (NBR), Normalized Difference Vegetation Index (NDVI), Global Environmental Monitoring Index (GEMI) for comparison as they are commonly used indices for burned area detection. The algorithm was based on breakpoint identification and burned pixel detection using harmonic model fitting with different indices Landsat time series. It was tested in savanna area in southern Burkina Faso over 16 years with 281 Landsat images ranging from October 2000 to April 2016.The same reference data was used to evaluate the performance of burned area detection with different indices Landsat time series. The result demonstrated that BAI was the most accurate in burned area detection from Landsat time series, followed by NBR, GEMI and NDVI.

How to cite: Liu, J.: Assessment of different indices from Landsat time series in burned area mapping , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8397, https://doi.org/10.5194/egusphere-egu2020-8397, 2020.

EGU2020-8502 | Displays | NH7.2

Relations and trends of Fire Weather Severity and MODIS Burned Area in Croatia

Hrvoje Marjanovic, Anikó Kern, Masa Zorana Ostrogovic Sever, Visnja Vucetic, and Mislav Anic

Wildfires can inflict serious damage to forest ecosystems, agricultural areas and often endanger human settlements and lives. Rising global temperatures and changes in precipitation pattern increase the risk of severe fires. In Croatia, the areas currently most affected with high risk of forest fires are located in the Mediterranean region. Due to climate change the risk will likely increase and further strain the available fire-fighting resources. The situation could be even more alarming in Continental parts of the country where forest fires were not common in the past, but may become increasingly likely in the near future. Therefore, accurately assessing the wildfire risk is increasingly important in implementing fire-avoidance activities and optimizing the management of country’s fire-fighting resources.

The aim of our study is to assess the change in the spatio-temporal distribution of the fire Daily Severity Rating (DSR) and the Seasonal Severity Rating (SSR) in the last two decades, with respect to the reference period 1961–1990. We present a spatial analysis of SSR for the period 1989–2018 in Croatia based on the Croatian Meteorological and Hydrological Service (DHMZ) data and compare it with the one of European Forest Fire Information System (EFFIS). The relation between the SSR and the burned area, estimated from MODIS MCD64A1 Version 6 Burned Area data product, during 2001–2018 is investigated with the aim to facilitate locally optimized model for the assessment of the expected burned area associated with a given SSR. The results should contribute to improved understanding of the near-future risk of severe fires in Croatia related to possible future climate scenarios.

How to cite: Marjanovic, H., Kern, A., Ostrogovic Sever, M. Z., Vucetic, V., and Anic, M.: Relations and trends of Fire Weather Severity and MODIS Burned Area in Croatia, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8502, https://doi.org/10.5194/egusphere-egu2020-8502, 2020.

EGU2020-9808 | Displays | NH7.2

Uncertainties in estimating biomass burning emissions for Africa: implications for atmospheric modelling

Angelika Heil, Idir Bouarar, and Guy Brasseur

Africa is the biggest continental source of biomass burning emissions. The emissions result in regional to transcontinental air pollution. Atmospheric model studies that address the linkage between fires and air quality have to cope with substantial uncertainties in fire emission inventories. All contemporary fire emission inventories build upon satellite information to quantify the spatial and temporal occurrence of fires, but they use different satellite sensors, detection algorithms, and estimation methods. Large discrepancies between inventories in terms of emission totals and spatial and temporal patterns are the consequence.

Most satellite products employed for fire emission estimations across Africa cannot resolve small fires, and the omission of thereof strongly lowers the accuracy of the estimated emission fluxes. The ESA Fire_cci project has recently released the first burned area product for Africa that builds upon high resolution optical imagery from Sentinel-2. By resolving small fires, it detects 60 to 110% more burned area in 2016 than estimated by the widely used, MODIS-based products GFED4s, GFED4, MCD64A1 Collection 6, FireCCI51 and FINN.

We inter-compare biomass burning emission inventories computed from these products and analyse potential sources of discrepancies. Sensitivity simulations with the WRF-Chem atmospheric chemistry model using the inventories as boundary condition complement the analysis. Modelled concentrations of atmospheric trace species are evaluated against a set of satellite observations that act as top-down constraint on the fire emission estimates.

How to cite: Heil, A., Bouarar, I., and Brasseur, G.: Uncertainties in estimating biomass burning emissions for Africa: implications for atmospheric modelling, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9808, https://doi.org/10.5194/egusphere-egu2020-9808, 2020.

EGU2020-9827 | Displays | NH7.2

A study of wildfire risk using environmental indicators

Shao-Wei Wu and Chao-Yuan Lin

The frequently wildfire-prone Dadu Terrace is located on the outskirts of a densely populated city. According to the Taichung Fire Department’s 2013-2017 statistics, there are more than 400 wildfires a year. In particular, hundreds of wildfires occur each month during the dry season, and the mobilization of firefighters will increase the burden of social resources. Wildfire damage and smoke can also endanger protected objects nearby. Combined with the characteristics of agricultural farming, the seasonal variation of NDVI extracted from the satellite images can reflect the land cover category. Wildfires in the Dadu Terrace often accidentally caused by human interference, vegetation change over a short time can be as the factor of artificial interference for analyzing the time-based wildfire frequency. Results show that March to April is the peak period of wildfire occurrence, which consistent with the historic records of wildfire reporting. In addition to the temporal distribution of wildfire occurrence, this study also established a model for estimating the spatial distribution of wildfire risk at the mostly occurring period using the concepts of risk analysis. The model can effectively reflect the distribution of hotspots where wildfires occur, and can be the reference for the relevant authorities on the countermeasures of wildfire disaster prevention and control.

Keywords: Wildfire, Environmental indicators, Risk assessment

How to cite: Wu, S.-W. and Lin, C.-Y.: A study of wildfire risk using environmental indicators, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9827, https://doi.org/10.5194/egusphere-egu2020-9827, 2020.

EGU2020-10648 | Displays | NH7.2

Wildfires in Fennoscandia under changing climate and forest cover

Juha Aalto, Leif Backman, Timo Virtanen, Tero Partanen, Ilari Lehtonen, Joonas Kolstela, Tuula Aalto, Ilkka Vanha-Majamaa, Ekaterina Shorokhova, Esa Kokki, Henrik Lindberg, Reijo Tolppi, and Ari Venäläinen

In recent years, large forest fires in Fennoscandia have shown that wildfires can have a strong impact on society also in northern Europe. In the future, meteorological conditions are expected to become increasingly favorable for wildfires due to climate change. An important aspect in fire management are the national forest management strategies that play a crucial role in controlling e.g. fuel availability in forests, and further areal coverage of burned area. In addition, the effectiveness of rescue services is crucial. Thus, the development of fire risk prediction and fire detection systems, as well as, modeling of spread of fires and emissions of harmful ingredients, such as black carbon are urgently required to improve the societies preparedness to the increasing thread. In this presentation we synthetize the current state-of-the-art understanding of wildfires in Fennoscandia from a wide range of key perspectives: historical fire regimes, monitoring using in-situ and remote-sensing technologies, integrated modeling (e.g. climate models, spatial fire propagation models forced with operational weather forecast model) and fire suppression. In addition, we assess the amount of black carbon emissions released from recent wildfires in Fennoscandia. These results will help northern societies to tackle against the negative impacts of climate change and to support the development of efficient mitigation strategies. In the upcoming decades the effective management of wildfires is especially relevant, as wildfires greatly affect regional carbon budgets and mitigation efforts. 

How to cite: Aalto, J., Backman, L., Virtanen, T., Partanen, T., Lehtonen, I., Kolstela, J., Aalto, T., Vanha-Majamaa, I., Shorokhova, E., Kokki, E., Lindberg, H., Tolppi, R., and Venäläinen, A.: Wildfires in Fennoscandia under changing climate and forest cover, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10648, https://doi.org/10.5194/egusphere-egu2020-10648, 2020.

EGU2020-11064 | Displays | NH7.2

Comparison of fire products in Mongolia reveals contrasting results

Lukas Lehnert and Thanh Noi Phan

Fires have become a major concern worldwide because of their serious effects, such as economic losses, alteration of ecosystems often leading to enhanced soil erosion, air pollution, and contribution to global warming through releasing CO2. In Mongolia, the dry climate with strong winds together with the low population number resulting in weak firefighting capabilities forces the generation of fires which are therefore considered the main natural disaster seriously affecting ecosystems and producing dramatic economic damages. Due to the advantages of remote sensing, i.e. wide coverage, high spatio-temporal resolution, easy access, and relatively low expense (or free), satellite data has been widely used for fire studies from local to regional and global scales. Depending on the study area scale, various fire products from different sensors have been used, e.g. the Landsat – TM/ETM+/OLI sensor; the Moderate Resolution Imaging Spectroradiometer (MODIS), the Fire_CCI 5.1 (developed by the European Spatial Agency); and the fire products from the AVHRR sensor. To date, among all the fire products, MODIS data is most widely used in fire-related studies. The new sensor onboard the geostationary Himawari satellite (AHI-8), is providing a new level of data (i.e. very high temporal resolution - 10 minute, along with a high spatial resolution - 0.5 to 2.0 km) for monitoring fires. Since available it has received much attention from the remote sensing application community. However, because this is still a new satellite data, it has not been popularized in applications and research. More studies of assessments and evaluations of this data are needed in various fields, particularly in fire research. In addition, the MODIS instruments were only designed with six years of operating lifetime in mind, therefore both instruments (the Terra and Aqua satellites) are expected to only last until 2020. This makes it necessary to implement a study to evaluate the existing MODIS data, as well as the potential replacement data for fire detection in Mongolia. This motivates us to implement the present study, for which our goals are: (i) to compare the MODIS (MCD64A1) and AHI-8 products in their effectiveness for detecting fires in Mongolia, and (ii) to test the plausibility of the detected fires based on changes in multivariate satellite data before and after the fire events. In order to achieve these goals, we use data from the last five years from July 2015 to July 2019 over the entire Mongolian country. Our results reveal that there is a difference between MODIS and AHI-8 products in detecting fires in Mongolia.

How to cite: Lehnert, L. and Phan, T. N.: Comparison of fire products in Mongolia reveals contrasting results, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11064, https://doi.org/10.5194/egusphere-egu2020-11064, 2020.

EGU2020-12660 | Displays | NH7.2

Wildfire Risk Models for western Greenland: Geostatistical Considerations

Jessica McCarty, Robert Francis, Justin Fain, and Keelin Haynes

The municipalities of Qeqertalik and Qeqqata in western Greenland experienced two wildfires in July 2017 and July 2019, respectively. Both fires occurred near Sisimiut, the second largest city in Greenland, with the ignition site of the July 2019 wildfire along the Arctic Circle Trail. These Arctic fires vary in fuels and burning behaviour from other high northern latitude fires due to unique flora, specifically the lack of extensive grasses, shrubbery, and more vascular vegetation, and presence of deep vertical beds of carbon-rich humus. The purpose of this research was to create wildfire risk models scalable across the Arctic landscapes of Greenland. We test multiple wildfire risk models based on expert-derived weighted matrix and four geostatistical techniques: Equal Influence (eq_infl), Multiple Logistic Regression (MLR), Geographically Weighted Regression (GWR) and Generalized Geographically Weighted Regression.The eq_infl model applied an even influence of each landscape characteristics. Two MLR models were developed, one using all the available data for the peninsula where the wildfire occurred (MLR_full) and the other which used an equal randomly chosen 50,000 pixel subset of both the burned area and unburned area (MLR_sub) immediately surrounding the 2017 Qeqertalik wildfire.The optimum model was selected in a stepwise fashion for both MLR models using AIC. GWR and GGWR models were derived from the MLR_sub, to avoid multicollinearity. Landscape characteristics for the wildfire risk models relied on open source remotely sensed data like ~20 m synthetic aperture radar imagery from the European Space Agency Sentinel-1 for soil moisture; elevation, slope, and aspect derived from the 10 m Arctic DEM provided by the U.S. National Geospatial Intelligence Agency (NGA) and National Science Foundation (NSF); vegetation fuel beds from the Global Fuelbed Dataset; normalized difference vegetation indices (NDVI) from 20 m Sentinel-2 served as proxies for vegetation condition; and soil carbon information from the 250 m SoilsGrid product was used to indicate likelihood of humus combustion. The nominal spatial resolution of each wildfire risk model was 20 m, after resampling of data. The optimum wildfire risk model was the model that displayed the greatest fire risk within the 2017 burned area. The average fire risks for each model were compared for significant difference in the mean fire risk using an ANOVA and Tukey's Post hoc. Average predicted fire risks by our models were compared to 2017 and 2019 burned areas visually digitized from 10 m Sentinel-2 data. The MLR_full model best represented the burned area of the 2017 Qeqertalik wildfire, though with an R2 of 0.232, this leaves large amounts of variation unexplained. This is not surprising as wildfires in Greenland are uncommon and applying traditional fire risk approaches may not accurately represent the real-world. We can interpret from the results of the MLR_full model that landscapes across western Greenland have the potential to burn in a similar manner to the 2017 and 2019 wildfires.

How to cite: McCarty, J., Francis, R., Fain, J., and Haynes, K.: Wildfire Risk Models for western Greenland: Geostatistical Considerations, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12660, https://doi.org/10.5194/egusphere-egu2020-12660, 2020.

Vegetation phenology is an important element of vegetation characteristics that can be useful in vegetation monitoring especially when satellite remote sensing observations are used. In that sense temporal profiles extracted from spectral signal of time series MODIS satellite images can be used to characterize vegetation phenology and thus to be helpful for monitoring vegetation recovery in fire-affected areas. The aim of this study is to explore the phenology patterns and the vegetation recovery pattern of various wildfires occurred in Greece during the period 2000-2020. Satellite remote sensing data from MODIS satellites in the period from 2000 to 2020 were acquired and processed to extract the temporal profiles of the spectral signal for selected areas inside and outside the fire-affected areas. This dataset and time period analyzed together with the time that these fires occurred gave the opportunity to create temporal profiles for some years before and some years after the fire. Different metrics linked to key phenological events have been created and used to assess vegetation recovery in the fire-affected areas. Apart of the use of the original spectral data we estimated and used vegetation indices commonly found in vegetation studies as well as in burned area mapping studies. In this study we explore the strength and the use of these time series satellite data to characterize vegetation phenology as an aid to assess the fire-affected areas and to monitor their vegetation recovery.

How to cite: Tsipoka, K. and Koutsias, N.: Monitoring fire-affected areas using temporal profiles of spectral signal from time series MODIS satellite images, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13136, https://doi.org/10.5194/egusphere-egu2020-13136, 2020.

EGU2020-13168 | Displays | NH7.2

An improved rule-based approach to map burned areas using Landsat and Sentinel-2 images

Symeon Kanaropoulos and Nikos Koutsias

This study presents an improvement of an old rule-based semi-automatic method to map burned areas by using multi-temporal Landsat and Seninel-2 images. The rule-based approach consists of a set of rules developed based on spectral properties of burned areas as compared to the pre-fire unburned vegetation and to the spectral signatures of other land cover types found in post-fire satellite scene. Actually, the spectral properties based on which the rules have been developed are presented in two graphs, one that corresponds to spectral signatures plots and the second that corresponds to the histogram data plots. The spectral patterns based on which the rule-based approach has been developed are not always the same. For example, depending on the type of the fire-affected vegetation (e.g. dry vegetation instead of green) the spectral pattern of the SWIR channel that correspond to channel 7 in Landsat 4-7 and 8 is not valid. Instead, there is a similar spectral behaviour but in the SWIR channel that correspond to channel 5 in Landsat 4-7, or channel 6 in Landsat 8. Additionally, the threshold value of 0.10-0.25 of the second rule seems not to be sufficient to cover all variability since there are cases that this value should be higher. Two characteristic examples of the insufficiencies found on the old-rules are concerned in the current analysis, one that presents limitations concerning the rule 5 (Serifos) and one that represents limitations concerning the rule 2 (Portugal). In this study we present a further improvement of the method and also its application to several cases spread out in Greek islands using both Landsat and Sentinel-2 images.

How to cite: Kanaropoulos, S. and Koutsias, N.: An improved rule-based approach to map burned areas using Landsat and Sentinel-2 images, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13168, https://doi.org/10.5194/egusphere-egu2020-13168, 2020.

EGU2020-18802 | Displays | NH7.2

Wildfire susceptibility mapping via machine learning: the case study of Liguria Region, Italy

Paolo Fiorucci, Mirko D'Andrea, Andrea Trucchia, and Marj Tonini

Risk and susceptibility analyses for  natural hazards are of great importance for the sake of  civil protection, land use planning  and risk reduction programs. Susceptibility maps are based on the assumption that future events are expected to occur under similar conditions as the observed ones. Each unit area is assessed in term of relative spatial likelihood, evaluating the potential to experience a particular hazard in the future based solely on the intrinsic local characteristics. These concept is well-consolidated in the research area related with the risk assessment, especially for landslides. Nevertheless, the need exist for developing new quantitative and robust methods allowing to elaborate susceptibility  maps and to apply this tool to the study of other natural hazards.  In  the presented work, such  task is pursued for the specific  case of wildfires in Italy. The  two main approaches for such studies are the adoption  of physically based models and the data driven methods. In  the presented work, the latter  approach is  pursued, using  Machine Learning techniques in order to learn  from and make prediction  on the available information (i.e. the observed burned area and the predisposing factors) . Italy is severely affected by wildfires due to the high topographic and vegetation heterogeneity of its territory  and  to  its   meteorological conditions. The present study has as its main objective the  elaboration of a wildfire susceptibility map for Liguria region (Italy) by making use of Random Forest, an ensemble ML algorithm based on decision trees. The quantitative evaluation of susceptibility is carried out considering two different aspects: the location of past  wildfire occurrences, in terms of burned area, and the related anthropogenic and geo-environmental  predisposing factors that may favor fire spread. Different implementation of the model  were performed and compared. In  particular,  the effect of  a pixel's  neighboring land cover (including the type of vegetation and no-burnable area) on the output susceptibility map is investigated. In order to assess the  performance  of the model, the spatial-cross validation has been carried  out, trying  out different  number of folders. Susceptibility maps for the two fire seasons (the  summer  and  the winter  one) were finally computed  and validated. The  resulting  maps show  higher susceptibility zones , developing closer to the coast in summer and along the interior part of  the region in winter. Such zones matched well with the testing burned area, thus  proving the  overall  good performance of the proposed method.

REFERENCE

Tonini M., D’Andrea M., Biondi G., Degli Esposti S.; Fiorucci P., A machine learning based approach for wildfire susceptibility mapping. The case study of Liguria region in Italy. Geosciences (2020, submitted)



How to cite: Fiorucci, P., D'Andrea, M., Trucchia, A., and Tonini, M.: Wildfire susceptibility mapping via machine learning: the case study of Liguria Region, Italy, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18802, https://doi.org/10.5194/egusphere-egu2020-18802, 2020.

EGU2020-18892 | Displays | NH7.2

MED-Star: Strategies and measures to reduce wildfire risk in the Mediterranean area

Michele Salis, Bachisio Arca, Grazia Pellizzaro, Andrea Ventura, Annalisa Canu, Marcello Casula, Liliana Del Giudice, Carla Scarpa, Matilde Schirru, and Pierpaolo Duce

Wildfires represent a major threat to Mediterranean ecosystems and are responsible for relevant impacts to environmental, economic and social values. In the period 2010-2016, the cross-border Interreg Italy-France Maritime territory, which includes Sardinia, Corsica, Tuscany, Liguria and PACA Regions, had about 20,000 wildfire ignitions and a total burned area of about 122,000 ha. In the face of social and environmental conditions and risks of the Maritime Regions, strengthening and developing innovative common guidelines and systems of wildfire management, from the monitoring and forecast to suppression, can provide more effective solutions to the wildfire problem, and can help strengthen cross-border cooperation in case of days with high risk. This work is devoted to introduce the MED-Star project, and to describe his main activities and results, with a focus on the tasks and activities coordinated by the National Research Council of Italy, Institute of BioEconomy (CNR-IBE) of Sassari. MED-Star is a 3-years strategic project supported by the Interreg Italy-France Maritime Program 2014-2020, which is co-financed by the European Regional Development Fund (ERDF). MED-Star is closely linked to 4 joint simple projects (Intermed; Med-Coopfire; Med-Foreste; Med-PSS), which mainly focus on investments in small infrastructures for wildfire risk prevention and support to wildfire suppression operations. The MED-Star project aims to share and discuss fire management policies and the most advanced strategies that can reduce the risk associated with wildfires, also through the combination of joint action plans and pilot / demonstration actions. The partnerships of MED-Star and the related 4 simple projects include the main actors competent at the administrative, technical and scientific level on the wildfire topic in the Maritime area of cooperation, and are able to meet the abovementioned challenges, contributing to 1) the reduction of wildfire risk in the five Regions involved, 2) the definition of strategic and operational solutions, 3) the implementation of operational actions and investments for wildfire prevention, monitoring, forecast and suppression, and 4) the strengthening of joint early warning and risk monitoring systems.

How to cite: Salis, M., Arca, B., Pellizzaro, G., Ventura, A., Canu, A., Casula, M., Del Giudice, L., Scarpa, C., Schirru, M., and Duce, P.: MED-Star: Strategies and measures to reduce wildfire risk in the Mediterranean area , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18892, https://doi.org/10.5194/egusphere-egu2020-18892, 2020.

EGU2020-19288 | Displays | NH7.2

CONFIRM – Copernicus Data for Novel High-Resolution Wildfire Danger Services in Mountain Regions

Ruxandra-Maria Zotta, Clement Atzberger, Jörg Degenhart, Markus Hollaus, Markus Immitzer, Haimo Krajnz, Heinz Lick, Mortimer M. Müller, Harald Oblasser, Andreas Schaffhauser, Stefan Schlaffer, Harald Vacik, and Wouter Dorigo

Wildfires are becoming an increasing threat to human health, infrastructure, forestry, agriculture and biodiversity. In Alpine regions, fires are often at the start of cascading risks including avalanches, mudslides or rock fall due to the loss of forest and vegetation layers. Additionally, wildfires are expected to occur more frequently in the future as a result of a warming climate, which is estimated to affect alpine regions in particular.

Fire danger forecasts, such as the commonly used Fire Weather indices, indicate the danger of forest fires based on numerical weather forecasts. Such indices are typically available at coarse spatial resolutions and, hence, have limited use in mountainous regions with their highly variable weather and other environmental conditions. Stakeholders, such as fire departments and forest managers, require more detailed forecasts in order to make robust decisions and efficiently plan their resources. The CONFIRM project, which started in December 2019 with funding from the Austrian Research Promotion Agency (FFG) under the Austrian Space Applications Programme (ASAP), addresses this gap by using high-resolution earth observation data provided by the European Copernicus programme to develop a pre-operational fire danger forecast system.

Data from both optical and microwave sensors aboard satellites are known to be sensitive to changes in soil and vegetation water content. Exploiting this sensitivity, satellite data with high temporal and spatial resolutions from the Copernicus Sentinel-1 and Sentinel-2 missions will be used to estimate fuel moisture state. The estimates will be integrated with airborne Laser-scanning (LiDAR) data, high-resolution weather forecasts, socioeconomic and topographic data to develop a novel, high-resolution integrated forest fire danger system (IFDS) for Austria. The project team will apply its expertise in forest management, remote sensing, fire science and machine learning to estimate fire danger using the Austrian fire database, an extensive record of historic fire events, as a training dataset. Key stakeholders from national weather services (ZAMG, DWD), fire brigades, state forest administrations and infrastructure providers (Austrian Railways ÖBB) are continuously involved in the project to develop the IFDS according to their requirements. They will evaluate the prototype of the system during the fire season of 2021.

How to cite: Zotta, R.-M., Atzberger, C., Degenhart, J., Hollaus, M., Immitzer, M., Krajnz, H., Lick, H., Müller, M. M., Oblasser, H., Schaffhauser, A., Schlaffer, S., Vacik, H., and Dorigo, W.: CONFIRM – Copernicus Data for Novel High-Resolution Wildfire Danger Services in Mountain Regions, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19288, https://doi.org/10.5194/egusphere-egu2020-19288, 2020.

EGU2020-21571 | Displays | NH7.2

Medium and long-term forecasts for assessing the danger of fires.

Valentina Santarsiero

Medium and long-term forecasts for assessing the danger of fires.

V.Santarsiero1,2, A. Lanorte1, G. Nolè1, B. Murgante2, B. Tucci1 e P. Baldantoni2

 

 

Seasonal fire forecasts are a challenge made possible in recent years thanks to availability of better time series of climatic data and wider statistical databases on fires. In addition, the long-term fire risk estimate is considered an element crucial for the preparation of prevention activities (Mavsar et al., 2013). Many of the studies related to seasonal fire forecasts follow an approach empirical based on statistical correlations between fires and climatic variables antecedents. All relevant changes in local and / or weather conditions changes in the local socio-environmental context can influence the regimes of the climate-related fires. Recent advances in seasonal climate forecasting systems based on the analysis of ocean-atmosphere-earth processes make it possible to use prediction models for fire hazard prediction. Such models based on physical processes use models global climate together with human factors to predict the fire hazard on a scale monthly or seasonal (Roads et al. 2005, 2010; Spessa et al. 2015; Field et al. 2015). Seasonal fire hazard predictions in the USA (Roads et al., 2010) are recorded on the NCEP-CFS (National Center for Environmental Prediction's Coupled Forecasting System) (Saha et al., 2006, 2014). The NCEP-CFS system generates forecasts for ensembles of global and regional spectral models over a period of 3 to 7 months.
The forecasts generated by the NCEP-CFS system were used to derive precipitation and temperature anomaly maps. Forecasts are made starting from the initial conditions of the last 30 days, with four runs per day. The Forecast ensembles are made up of 40 members from an initial period of 10 days. To provide high resolution seasonal forecasts has been developed and a generalized empirical statistical downscaling system is applied. On this basis precipitation and temperature anomaly maps were extrapolated. The values ​​of the precipitation and temperature anomalies in the various decades have been integrated in order to develop a meteorological index capable of highlighting the areas where these anomalies affect the increase or decrease in the fire hazard in relation to the average conditions for each specific decade. The index is built in a way such as to attribute a greater weight to the precipitation anomalies (70%) than the temperature anomalies (30%).

 

Keywords: fire hazard prediction, long-term forecasting.

 

1 IMAA-CNR C.da Santa Loja, zona Industriale, Tito Scalo, Potenza 85050, Italy;

2School of Engineering, University of Basilicata, Viale dell'Ateneo Lucano 10, Potenza 85100, Italy.

 

How to cite: Santarsiero, V.: Medium and long-term forecasts for assessing the danger of fires., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21571, https://doi.org/10.5194/egusphere-egu2020-21571, 2020.

EGU2020-21781 | Displays | NH7.2

Analysis and forecast of wildfires using Copernicus data and services

Claudia Vitolo, Francesca Di Giuseppe, and Mark Parrington

Copernicus is the European Union’s Earth Observation programme aiming at monitoring and forecasting the state of the environment on land, sea and in the atmosphere, in order to support climate change mitigation and adaptation strategies, the efficient management of emergency situations and improve the security of every citizen.

Copernicus has created a wealth of datasets related to the forecasting of wildfire danger as well as the detection of wildfire events and related emissions in the atmosphere. These products contribute to the operational services provided by the Copernicus Emergency Management Service (CEMS) and the Copernicus Atmosphere Monitoring Service (CAMS) and consists of real time forecasts as well as historical datasets based on ECMWF reanalysis database ERA5. Most of these data are available through the Copernicus Climate Data Store (CDS) and the Global Wildfire Information System (GWIS).

We will present the complete wildfire-related data offering under the Copernicus CDS and GWIS and showcase how data can be post-processed and visualised using the caliver R package.

How to cite: Vitolo, C., Di Giuseppe, F., and Parrington, M.: Analysis and forecast of wildfires using Copernicus data and services, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21781, https://doi.org/10.5194/egusphere-egu2020-21781, 2020.

EGU2020-21939 | Displays | NH7.2

Comparison of burned area mapping products and combustion efficiency approaches for estimating GHG and particulate emissions from Italian fires

Valentina Bacciu, Carla Scarpa, Costantino Sirca, and Spano Donatella

Vegetation fires contribute to 38% to the emission of CO2 into the atmosphere, against 62% caused by the combustion of fossil fuels. Further, it could approach levels of anthropogenic carbon emissions, especially in years of extreme fire activity (e.g. 2003, 2017). According to the equation first proposed by Seiler and Crutzen (1980), fire emission estimation use information on the amount of burned biomass, the emission factors associated with each specific chemical species, the burned area, and the combustion efficiency. Still, simulating emission from forest fires is affected by several errors and uncertainties, due to the different assessment approach to characterize the various parameters involved in the equation. For example, regional assessment relied on fire-activity reports from forest services, with assumptions regarding the type of vegetation burned, the characteristics of burning, and the burned area. Improvements and new advances in remote sensing, experimental measurements of emission factors, fuel consumption models, fuel load evaluation, and spatial and temporal distribution of burning are a valuable help for predicting and quantifying accurately the source and the composition of fire emissions.

With the aim to contribute to a better estimation of biomass burning emission, in this work we compared fire emission estimations using two different types of burned area products and combustion efficiency approaches in the framework of the recently developed system for modeling fire emission in Italy (Bacciu et al., 2012). This methodology combines a fire emission model (FOFEM - First Order Fire Effect Model, Reinhardt et al., 1997) with spatial and non-spatial inputs related to fire, vegetation, and weather conditions. The perimeters and burned area of selected large fires that occurred in 2017 in Italy were obtained by the former Corpo Forestale dello Stato (actually Carabinieri C.U.F.A.A.) and by the Copernicus Emergency Management Service (EMS). The vegetation types were derived from CORINE LAND COVER (2012). For each vegetation type, fuel loading was assigned using a combination of field observations and literature data (e.g., Mitsopoulos and Dimitrakopoulos 2007; Ascoli et al., 2019). Fuel moisture conditions, influencing the combustion efficiency, were derived from the daily Canadian Fine Fuels Moisture Code (FFMC), calculated from MARS interpolated weather data (25km x 25km). The daily FFMC was then associated with the two types of fire data with the aim of group fires in function of their relative ease of ignition and flammability of fine fuel (burning conditions, from low to extreme). For the EMS fire, it was also possible to further define fire severity and thus the percentage of combusted crown through the assessed fire damage grade.

The results showed differences in the total emissions according to the fire product and the approach to estimate the combustion efficiency. Furthermore, it seems that the difference in the evaluation of severity - and therefore in the degree of combustion of the canopy- affects more than the differences in terms of area burned. Overall, the results pointed out the crucial role of appropriate fuel, fire, and weather data and maps to attain reasonable simulations of fuel consumption and smoke emissions.

How to cite: Bacciu, V., Scarpa, C., Sirca, C., and Donatella, S.: Comparison of burned area mapping products and combustion efficiency approaches for estimating GHG and particulate emissions from Italian fires, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21939, https://doi.org/10.5194/egusphere-egu2020-21939, 2020.

EGU2020-5934 | Displays | NH7.2

Role of horizontal eddy diffusivity within the canopy on fire spread

Yana Bebieva and Kevin Speer

Wind profile observations are used to estimate turbulent properties in the atmospheric boundary layer from 1 m up to 300 m height above north Florida pine woods. Basic turbulence characteristics of the lower boundary layer are presented. Together with theoretical models for the mean horizontal velocity we derive the lateral diffusivity using Taylor's frozen turbulence hypothesis in the surface fuel layer (tens of centimeters). This parameter is used to predict the spread of surface fires in a simple 1D model. Initial assessments of sensitivity of the fire spread rates to the lateral diffusivity are made. Estimated lateral diffusivity with and without fire are made and associated fire spread rates are explored. Our results support the conceptual framework that eddy dynamics in the fuel layer is set by larger eddies developed in the canopy layer aloft. The presence of fire modifies the eddy structure depending on the fire intensity.

How to cite: Bebieva, Y. and Speer, K.: Role of horizontal eddy diffusivity within the canopy on fire spread, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5934, https://doi.org/10.5194/egusphere-egu2020-5934, 2020.

In China, coal spontaneous combustion (CSC) is seriously disasters in gobs during coal seam groups mining, the secondary or multiple oxidation processes of residual coal occur inevitably, severely increasing the risk of coal fires. This paper focused on the thermal reaction behavior of two samples of raw coal and degrees of pre-oxidized (Oxi-80 °C, Oxi-130 °C, and Oxi-180 °C), we determined their characteristics of physical and chemical via thermogravimetric-Fourier transform infrared spectroscopy (TG-FTIR) with the heating rates being 1.0, 2.0, 5.0, and 10.0 °C min−1. According to the characteristic temperature, the CSC process could be divided into three stages of oxidation (stage I), combustion (stage II), and thermal residual (stage III). The results indicated that for pre-oxidized coal the length of aliphatic side chains was shorter, and the number of branched aliphatic side chains was lower than that of the raw coal. The kinetic models revealed the mechanism category was changed between raw coal and pre-oxidized coal. However, the heating rate exerted little influence on the mechanism category of each stage, particularly in stage I. The average values of apparent activation energy for the pre-oxidized coal samples were lower than that of raw coal. Therefore, the pre-oxidized coal samples required less energy to activate and more readily caused spontaneous combustion than raw coal at certain stages.

How to cite: Deng, J., Lv, H.-F., Bai, L., and Li, D.: Comparative of thermokinetic behaviors and four functional groups variations from spontaneous combustion of coal and its pre-oxidized, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6645, https://doi.org/10.5194/egusphere-egu2020-6645, 2020.

EGU2020-17948 | Displays | NH7.2

Agent-based modelling for wildfire behaviour prediction

Debora Voltolina, Simone Sterlacchini, Giacomo Cappellini, Marco Zazzeri, and Tiziana Apuani

The Third United Nations World Conference on Disaster Risk Reduction, held in Sendai in 2015, has defined a global strategy directed at enhancing risk-exposed communities’ resilience. In line with those needs, the study intends to improve and optimize decision-making processes in wildfire risk management by implementing predictive spatially distributed models of wildfire behaviour.

The proposed methodology has been applied to simulate some large and fully documented wildfire events in Umbria and Sardinia regions, in Central and Southern Italy respectively. The predictive model for wildfire behaviour is based on the reviewed Rothermel’s quasi-empirical mathematical model, which investigates propagation-driving parameters, i.e. the local geomorphometrical and meteorological parameters along with the pyrological and phenological characteristics of the local plant communities, to estimate the rate of spread of the fire. Propagation-driving parameters and their spatiotemporal variability have been estimated in the pre-fire environment by applying and adapting empirical relationships well-established in literature. Remote sensing-derived data have been analysed over phenologically distinct periods, along with ancillary data, to elicit information necessary to distinguish the mosaic of fuel model types and to monitor spatiotemporal variations in either live or dead fuel moisture content. According to input data availability, the methodology has been adapted to different case studies, focusing major attention on MODIS instrument by NASA on board the Terra satellite as well as on Sentinel constellations of satellites of the ESA Copernicus programme due to their accessibility and to their medium-high spatial and temporal resolution. A two-dimensional Agent-Based Model with a hexagonal grid, which, given a map of the rate of spread and an ignition point as inputs, returns a map of the cumulative propagation time, has been developed in order to simulate the wildland surface fire behaviour.

Satellite estimated propagation-driving parameters have been compared with information collected in the field and recorded by the regional annual reports on wildfire events, revealing a good predictive ability. Likewise, the wildfire behaviour model has provided accurate predictions, up to 70% in terms of morphological matching between obtained simulations and respective documented historical events boundaries, also if compared with results from other well-known wildfire simulation toolset and software. Obtained results suggest the developed wildfire behaviour model could represent a promising tool in prioritizing firefighting interventions in near-real time.

How to cite: Voltolina, D., Sterlacchini, S., Cappellini, G., Zazzeri, M., and Apuani, T.: Agent-based modelling for wildfire behaviour prediction, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-17948, https://doi.org/10.5194/egusphere-egu2020-17948, 2020.

The aim of this study is to assess wildland fire selectivity patterns in respect to topography in selected places in South Greece including eleven NUTS-3 counties of which two are islands, from 1984 to 2015. Fire scar perimeters within the time window 1984-2015 were delineated from freely available Landsat images from USGS and ESA archives and maps of fire frequency and fire return interval were finally created. Derived from eight different Landsat scenes (path/row), almost six thousands satellite images processed and more than five thousand and eight hundred fire perimeters were extracted, in order to reconstruct the fire history of South Greece, in a thirty two years’ period. Fireperimeters within each year of fire occurrence were compared against the available to burn under complete random processes to identify selectivity patterns in respect to topography.
It is clear that even though there is a decreasing trend in east, north east and south east facing aspects, fire selectivity in these areas is higher as compared to the available to burn. On the other hand there is a considerable rising in the trend of fire selectivity on west, southwest and northwest facing aspects. In terms of slope, lower- and mid-slopes tend to burn more than the available, opposite to upper- and higher –slopes. In addition, upper-elevation areas (over 800 meters), are negative related to wildfires while most of wildfires occur in altitude from 100 to 600 meters.

How to cite: Stamou, Z.: Forest fire selectivity patterns in respect to topography during the period 1984-2015 in selected places in Greece, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19642, https://doi.org/10.5194/egusphere-egu2020-19642, 2020.

Heterogeneous patterns of trees and openings in forests create a patchy fuel matrix that may burn with different fire severity, which can affect post-fire regeneration. Understanding how forest structures determines fire severity and whether fire severity metrics entails variability in such structures within a given category is important to improve our ability to assess post-fire forest development. Here, we assessed how fire severity changes the vertical and horizontal structure of trees and forest stands, and what are the main post-fire tree/forest structures associated with different fire severities. The study site was a large and mixed severity fire (3,217 ha) occurred in southeast Spain (Yeste, Albacete) in the summer of 2017. Pre-fire forest structures were estimated from LiDAR data (sensor ALS 50 – II) collected in 2016, with a theoretical laser pulse density between 0.5-2 returns m2. Post-fire forest structures were estimated from LidarPod data (sensor Velodyne HDL-32e), with a laser pulse density of 312 returns m2, collected in April 2018 (8 months after fire) at 3 burned sites plus one unburned control. Fire severity was estimated from the post-fire NBR (Normalized Burn Ratio) and other similar indices derived from Sentinel 2. We found that up to 5 post-fire tree classes and up to 4 forest stand structures were separable, each characterized by different heights, gap fractions, crown properties and fire intensities. There was not a one-to-one relationship between tree/forest structures and standard fire severity levels. The main changes in height, crown and other tree properties were highly correlated with post-fire tree structures and fire severity indices. Accordingly, the trees more severely burned were those with higher losses in height and crown area. Our results indicate that satellite fire severity metrics were highly related to biomass consumption; nonetheless, standard fire severity classifications included several tree/forest structures that without Lidar data it would be impossible to differentiate.

How to cite: Viedma, O. and Moreno, J. M.: Fire severity and tree/forest structures derived from pre- and post-fire LiDAR data in a large forest fire in SE Spain, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21867, https://doi.org/10.5194/egusphere-egu2020-21867, 2020.

NH8.3 – Naturally Occurring Asbestos (NOA): from definition to risk management

The government of California, in the United States, has created requirements that are intended to protect the public from naturally occurring asbestos (NOA), partly due to the widespread areas in which asbestos minerals (including chrysotile and various amphiboles) are found within the state.Over ten years ago, the California Department of Toxic Substances Control Schools Unit published a thorough set of guidelines for addressing NOA at school construction sites.Their guidance document includes soil sampling procedures and frequency, recommended laboratory analytical testing methods, construction best practices to protect nearby residents from airborne exposures, capping methods to prevent re-exposure to students and public following the completion of the school improvement project, and follow-up procedures to ensure the capping method remains protective.Many of these best practices have been adapted into the construction process for commercial and residential buildings.  In California, protection of air is the regulated by Air Quality Management Districts, who regulate the generation of airborne asbestos as an air pollutant.Additionally, workers who are employed by a company, and working at a job site where asbestos is present, are protected by California Occupational Safety and Health (Cal-OSHA). Cal-OSHA requires varying protective measures to be implemented, based on the amount of asbestos that the worker is exposed to during their time at the construction project.This presentation will review the various regulations and best practices used in California by comparing a school construction project with a commercial office building.

How to cite: Kalika, S.: Naturally Occurring Asbestos Assessment, Exposure Prevention Strategies During Construction, and Capping for Long-Term Protection: a California, USA Example, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1366, https://doi.org/10.5194/egusphere-egu2020-1366, 2020.

EGU2020-4918 | Displays | NH8.3

Natural Occurring Asbestos (NOA) in Italy: Workers' potential exposure risks and prevention and protection measures

Sergio Malinconico, Beatrice Conestabile della Staffa, Annalisa Guercio, Federica Paglietti, and Bianca Rimoldi

Italy was one of the largest producers of asbestos-containing minerals and materials (ACM), with large areas affected by natural asbestos (NOA). In 1992 Italy began the first reclamation activities at the largest European asbestos mine in Balangero (Piedmont) and in 2001 in minor mines in Valle d'Aosta (Emarese), also adopting specific reclamation procedures and protective measures for the workers. Also in 2001, reclamation work was started in Biancavilla etnea (Sicily), a city with a great contamination from two quarries containing fluorine-edenite, an amphibole of volcanic origin recognized as a category 1A carcinogen by the IARC. Although the asbestos extraction and asbestos containing materials trading has been banned since 1992 (Law n.257/92), to now, the extraction of green stones as inert or ornamental stone and other anthropic activities (eg the digging, tunneling or farming activities in areas with potentially contaminated soils) are still going on in many quarry districts and wide areas, with no regulations if not at local level.

The only legislative act concerning NOA has been enacted in 1996 (the 14/5/96 decree) and it’s mainly referred to "green-stones" identification in mines and quarries. From that date no further act has been approved on NOA.

In this context, to fill the gap, Inail (Dit and Contarp) issued the NOA Project to take the most correct workers’ protection actions in the management of a territory, as NOA.

The project lists the different activities carried on in areas with green stones occurrence with a workers' potential asbestos exposure risk, together with an analysis of the specific prevention and protection measures.

The activities are:

• Extraction and processing of ornamental stones and inert gravel

• Remediation of NOA contaminated sites, slopes rearrangement and restoration works of hydrogeological instability

• Excavations for road and railway tunnels

• Excavations and urbanization at different scales

• Farming.

· Railway ballast removal and disposal / remediation.

In the final document, in the drafting phase, we also propose an updated definition of NOA sites as:

“Asbestos minerals contained in ophiolitic rocks, outcropped or buried, in variable amount and localization, not definable in advance, whose fibers can be released into the environment due to anthropic activities or exogenous agents”.

How to cite: Malinconico, S., Conestabile della Staffa, B., Guercio, A., Paglietti, F., and Rimoldi, B.: Natural Occurring Asbestos (NOA) in Italy: Workers' potential exposure risks and prevention and protection measures, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4918, https://doi.org/10.5194/egusphere-egu2020-4918, 2020.

New Caledonia, a French overseas territory, is located in the southwest of the Pacific Ocean, less than 2,000 km from both the Australian and New Zealand coasts. This small archipelago (18,575 km2) presents the third largest nickel deposit in the world and, according to recent estimates, would have more than 25% of the world's nickel resources and about 40% of the world's oxidized mineral resources, together with the presence of cobalt, chromium and manganese. The mining areas, spread over the whole ‘Grande Terre’ (mainland), comprise about 250,000 hectares of scattered concessions shared by French and international world scale mining and metallurgic companies and a few other local small-scale miners.

To face the challenges of a “better way of mining”, fit the new regulatory requirements and improve mining social acceptability, the mining sector stakeholders decided to create a dedicated resource agency devoted to applied research and technology development in New Caledonia’s mining industry. Created in 2007, this unique public and private organisation jointly involves all New Caledonian’s mining companies, political and administrative stakeholders and various scientific research bodies.

Research has focused on three identified areas (technology and mineral resources, natural environment and social issues) to fill on-going gaps in fundamental knowledge, offer and adapt new technology that is relevant to the industry, develop methodology aids, manage knowledge transfer and upgrade practices on the ground. If action of CNRT has effectively added value to New Caledonian research, at the same time it permanently keeps in touch with industry.

A presentation of some of the flagships scientific programs will give an overview of the main achievements in the three research areas with a focus concerning works on asbestos. CNRT started working on the environmental asbestos hazard in New Caledonia since 2010. This public health area is being examined alongside the New Caledonian Geological Survey and the various industry initiatives, such as the Inter-Mine Environmental Asbestos Committee.

 

How to cite: Bailly, F.: New Caledonia, a land of Nickel - Research and innovation acting for the sustainable development, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6163, https://doi.org/10.5194/egusphere-egu2020-6163, 2020.

EGU2020-7737 | Displays | NH8.3

Mineralogical Characteristics of Carbonate Rock-Hosted Naturally Occurring Asbestos from Republic of Korea

Yul Roh, Byungno Park Park, Yongun Kim, Jaebong Park, Hyesu Kim, Hyeonyi Jeong, and Sungjun Yoon

Naturally occurring asbestos (NOA) occurs in rocks and soils as a result of natural weathering and human activities. It is proved that inhalation of asbestos fibers can lead to increase risk of developing several diseases such as lung cancer and malignant mesothelioma. The parent rocks of asbestos have been mainly associated with (ultra)mafic and carbonate rock. The previous studies on NOA were mainly limited to (ultra)mafic rock-hosted asbestos in S. Korea, but studies on carbonate rock-hosted asbestos are relatively rare in S. Korea. Therefore, this study was aimed to examine mineralogical characteristics of carbonate rock-hosted NOA. Types of rocks at the several sites mainly consisted of Precambrian metasedimentary rocks, carbonate rock, and Cretaceous and Jurassic granites. Asbestos-containing carbonate rock samples were obtained for mineralogical characterization. XRD, PLM, EPMA, SEM and EDS analyses were used to characterize mineralogical characteristics of the carbonate rock-hosted NOA. From the carbonate rock, fibrous minerals were occurred acicular and columnar forms in the several sites. Fibrous minerals were composed of mainly tremolite, actinolite, and associated minerals included possibly asbestos containing materials (ACM) such as talc, vermiculite, and sepiolite. The length and aspect ratios of tremolite and actinolite were similar to the standard asbestiform (length >5 ㎛, length:width = 3:1). These results indicate that both non-asbestiform and asbestiform tremolite and actinolite with acicular forms occurred in carbonate rocks at several sites. Geological and geochemical characteristics and mineral assemblages indicate tremolite and associated minerals might be formed by hydrothermal alternation and/or hydrothermal veins of carbonate rocks due to intrusion of acidic igneous rocks.

How to cite: Roh, Y., Park, B. P., Kim, Y., Park, J., Kim, H., Jeong, H., and Yoon, S.: Mineralogical Characteristics of Carbonate Rock-Hosted Naturally Occurring Asbestos from Republic of Korea, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7737, https://doi.org/10.5194/egusphere-egu2020-7737, 2020.

In Germany, there has been an exemption for the use of mineral raw materials containing asbestos since 1993 on the basis of the Hazardous Substances Ordinance. While activities involving asbestos or materials containing asbestos are generally prohibited since that time, demolition/maintenance work and working involving asbestos containing mineral raw materials (maximum permissible asbestos content: 0.1 mass%) are permitted, subject to compliance with defined protective measures. Activities involving mineral raw materials containing asbestos (e.g. talcum, gravel) NOA are usually released from tremolite / actinolite or anthophyllite, in a few cases also chrysotile / antigorite. The occurrence of grunerite or riebeckite is the exception. In occupational health and safety, analytical methods for determining exposure are limited to the detection of fibres with critical dimensions (L > 5 µm, D < 3 µm, L:D > 3:1; so-called WHO fibres). For this purpose, an extended definition of asbestos has been laid down in the Special Technical Rules for Hazardous Substances ("TRGS" 517), which concerns the chemical composition and morphology of the NOAs to be determined. It was also necessary to establish a convention by means of which asbestos minerals can be distinguished from other chemically similar minerals. In Germany, the determination of asbestos fibre concentrations is usually carried out by means of SEM-EDX analysis. The convention therefore refers to a distinction based on certain element contents and their ratios. This catalogue of criteria is freely available in the form of an EXCEL sheet. This ensures that different laboratories achieve comparable results. On this basis, exposure measurements have been carried out by the measurement services of the accident insurance institutions since about 1998. Measurement results are presented from the extraction of rocks in quarries, the cold milling of road pavings, the use of talcum and from asphalt mixing plants, among others. Depending on the determined exposure level, protective measures have to be taken for the activities concerned. In addition to general protective measures, special protective measures have been defined for specific industries. For the determination of the asbestos content in mineral raw materials, the TRGS 517 defines four specific determination procedures, including a procedure based on a dustiness test.

How to cite: Mattenklott, M.: The identification and assessment of asbestos exposure from mineral raw materials in Germany - definitions, conventions, analytical methods, exposure situation and protective measures, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10543, https://doi.org/10.5194/egusphere-egu2020-10543, 2020.

EGU2020-10105 | Displays | NH8.3

Assessment of NOA risk for the excavation of a highway tunnel system ("Gronda di Genova", Italy): from NOA-oriented geological model to asbestos quantification

Fabrizio Piana, Chiara Avataneo, Luca Barale, Serena Botta, Roberto Compagnoni, Roberto Cossio, Igor Marcelli, Sergio Tallone, and Francesco Turci

For a reliable evaluation of the geo-environmental risk related to the presence of naturally occurring asbestos (NOA) in rocks excavated for large infrastructural projects, a proper procedure has to be followed in order to achieve:

1) the definition of a detailed geological model, tailored on NOA-related issues;

2) a representative sampling;

3) a reliable quantitative determination of asbestos content in rock samples.

Here we describe the approach followed for the evaluation of the NOA content for the excavation of a complex highway tunnel system (“Gronda di Genova” NW Italy), in NOA-bearing meta-ophiolite rocks. The NOA-oriented geological model has been constrained by the individuation of the main “NOA-related petrofacies” —i.e., classes of rocks with common lithological, structural and NOA content features—, and by the identification of “homogeneous zones” – i.e. geological units into which the NOA petrofacies are distributed. Implementation of Gy’s theory on sampling was used and here described to maintain statistical validity during sample processing from the primary rock sample to the analytical sample. SEM-EDS procedure for the quantitative determination of NOA content was improved with an error analysis delivering the minimum number of fibers to be measured to achieve the best analytical results.

The obtained results allowed the prediction of the NOA hazard in terms of risk zonation along the tunnel section and for the evaluation of the amount of asbestos-bearing spoil to be excavated and managed.

How to cite: Piana, F., Avataneo, C., Barale, L., Botta, S., Compagnoni, R., Cossio, R., Marcelli, I., Tallone, S., and Turci, F.: Assessment of NOA risk for the excavation of a highway tunnel system ("Gronda di Genova", Italy): from NOA-oriented geological model to asbestos quantification, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10105, https://doi.org/10.5194/egusphere-egu2020-10105, 2020.

This paper presents the results of 810 pre-project baseline samples collected over four years (2010-2011), and 7,210 offsite (ambient) and 14,314 perimeter samples collected over 7 years (2012-2018) during the CDRP project. The principal asbestos particles were chrysotile from serpentinite, and glaucophane-winchite amphibole from blueschist. The baseline data showed that asbestos concentrations measured at each station are not representative of a regional average background, rather, they reflect contributions from several variables such as: location on or near NOA-containing units, wind direction, intensity of localized soil disturbance, and time of year. The data shows that baseline sampling prior to a project cannot be used as a measure of “background” during the project. The analysis of amphibole composition in air and rock/soil samples was applied to differentiate local source impacts from the primary CDRP asbestos emissions. Of particular value was the application of the calcic-amphibole to total amphibole ratio (Ca index) measured during ABS sampling and comparison with the ratios measured in the samples. This analysis delineated three primary amphibole sources: 1) alluvium in the Sunol Valley with a high Ca index, 2) imported road surfacing material with a moderate Ca index, and 3) blueschist with a low Ca index. When the data was sorted by wind direction, the analysis showed that the contribution of CDRP-generated asbestos to monitoring stations was significant near the point of disturbance only, and did not significantly impact offsite stations that were located at or near sensitive receptors. The asbestos measured at the offsite stations were correlated with local geologic units. The analysis verified that the CDRP emissions were well below the project-specific risk-based thresholds established for the CDRP project, documenting that the offsite receptors were not exposed to an adverse risk by CDRP activities.

How to cite: Erskine, B. and Bailey, M.: Analysis of Baseline and Perimeter Air Monitoring Data from the Calaveras Dam Replacement Project (CDRP), Fremont, California, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22383, https://doi.org/10.5194/egusphere-egu2020-22383, 2020.

EGU2020-5441 | Displays | NH8.3

Fibrous ferrierite from Lovelock, Nevada, USA

Alessandro Gualtieri, Alessandro Zoboli, Dario Di Giuseppe, Cecilia Baraldi, Maria Cristina Gamberini, Daniele Malferrari, Magdalena Lassinantti Gualtieri, and Mark Bailey

Ferrierite is the name of a family of zeolite minerals that includes three species with the same topological framework (FER) but with different content of extra-framework cations. In Nevada (USA), the zeolite-rich tuff deposit of Lovelock is the largest occurrence of diagenetic ferrierite-Mg, one of the member of the family. Recent studies have shown that Lovelock ferrierite can exhibit fibrous-asbestiform crystal habit and may possess the same physical-chemical and crystallographic properties of carcinogenic fibrous erionite, Nevertheless, it has not yet been classified by the International Agency for Research on Cancer (IARC). Nowadays, outcrops hosting fibrous ferrierite are being mined in Nevada for commercial purposes. Dust generated by these excavation activities may expose workforces and general public to this potential natural hazard. The main goal of this study was to perform a mineralogical and morphometric characterisation of the tuff deposit at Lovelock and evaluate the distribution of fibrous ferrierite in the outcrop. For this purpose, a multi-analytical approach including X-ray powder diffraction, scanning and transmission electron microscopy techniques, micro-Raman spectroscopy, thermal analyses, and surface-area determination was applied. The results indicate that fibrous ferrierite is widespread in the deposit and intermixed with mordenite and feldspar, although there are variations in the spatial distribution in the bedrock. The crystal habit of the ferrierite ranges from prismatic to asbestiform (elongated, thin and slightly flexible) and fibres are aggregated in bundles. According to the WHO counting criteria, most of the ferrierite fibres can be classified as breathable. While waiting for confirmatory in vitro and in vivo tests to assess the actual toxicity/pathogenicity potential of this mineral fibre, it is recommended to adopt a precautionary approach for mining operations in this area to reduce the risk of exposure.

How to cite: Gualtieri, A., Zoboli, A., Di Giuseppe, D., Baraldi, C., Gamberini, M. C., Malferrari, D., Lassinantti Gualtieri, M., and Bailey, M.: Fibrous ferrierite from Lovelock, Nevada, USA, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5441, https://doi.org/10.5194/egusphere-egu2020-5441, 2020.

The French Ministry of Health, Ministry of Labor and Ministry of Environment are faced with the emerging issue of cleavage fragment particles with same chemical composition as actinolite asbestos in aggregates used in road pavement. In 2015, the National Agency for Food, Environmental and Occupational Health and Safety (ANSES) published a literature review on the health effect of these non asbestiform particles. The conclusion is that any study can show the evidence of risk absence related to these particles.

After this first report, the French government mandated the national agency to conduct a research on the emission source of EMPs of interest (EMPi; ANSES, 2017). These particles correspond to the asbestiform and non-asbestiform varieties of the six regulated asbestos minerals and to four other mineral fibers. The agency recommends following the precaution principle by applicating the asbestos regulation to these whole particles. It also recommends leading a measurement campaign for exploring the potential exposure of workers and general population to EMPi during some construction activities.

In this context, the three ministries asked in 2017 the Professional Organization for Risk Prevention in Building and Public Work Sector (OPPBTP) to coordinate a project on EMPi, based on the requirements of the ANSES second report. This national project, called Carto PMAi, addresses the potential exposure of populations to EMPi, in order to provide reliable data to the three ministries to set up legal provisions. The first step is to build reliable protocols to measure EMPi in materials and in the air. Several national scientific organisms and asbestos testing laboratories take part at this phase that includes interlaboratory comparisons. The second phase is the measurement campaign in construction areas, including quarries and earthwork in natural environment.

How to cite: Leocat, E., Deneuvillers, C., and Richard, P.: Carto PMAi : a measurement campaign to evaluate the exposition of the workers and the general population to the EMP of interest , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19651, https://doi.org/10.5194/egusphere-egu2020-19651, 2020.

EGU2020-9002 | Displays | NH8.3

NIOSH Elongate Mineral Particle Research

Steven Mischler

During the mining and processing of some mineral commodities and other rock types there is the potential to produce respirable dust containing naturally occurring elongate mineral particles (EMPs), including both asbestos and/or non-asbestos fibers. The United States National Institute for Occupational Safety and Health (NIOSH) estimated that 44,000 mine workers may be exposed to EMPs. EMPs have been documented to cause lung cancer and mesothelioma in humans in addition to fibrotic lung disease (asbestosis), with some estimating up to 76,700 EMP-caused lung cancer deaths between the years of 1980 and 2009. Unfortunately, there is little information available relating the geologies of the materials being mined to the potential for EMP exposure to mine workers. There is a strong need for research on fundamental mineralogical properties of EMPs—relevant to toxicology, epidemiology, and exposure assessment— and their geographic distribution, which industry can use as a basis for exposure monitoring and miner protection. This presentation will outline the NIOSH research addressing these concerns including; 1) assessment of miners’ potential exposure to asbestos and other EMPs by analyzing bulk material samples previously collected from copper, granite, gold, iron, limestone, sand and gravel, coal, and other types of mines across the country, 2) further elucidation of the toxicology of EMPs by creating new separation methods to allow both in vitro and in vivo toxicity tests on EMPs of specific lengths, widths and other characteristics of concern, 3) establishment of an application of qualitative and quantitative analysis of regulated asbestos and other EMPs for end-of-shift measurement using newly developed and novel techniques for EMP analysis, and 4) making new reference materials (anthophyllite asbestos and actinolite-tremolite asbestos) available to laboratories analyzing the elongate mineral particle fraction of bulk rocks and airborne dusts, and for toxicity testing.

 

How to cite: Mischler, S.: NIOSH Elongate Mineral Particle Research, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9002, https://doi.org/10.5194/egusphere-egu2020-9002, 2020.

EGU2020-20813 | Displays | NH8.3

Asbestos determination in ophiolitic rocks by Image Analysis coupled with Raman Spectroscopy

Francesca Trapasso, Emanuela Tempesta, Daniele Passeri, Girolamo Belardi, Jasmine Rita Petriglieri, Chiara Avataneo, Roberto Compagnoni, Fabrizio Piana, and Francesco Turci

The determination of the asbestos content in ophiolitic rocks is carried out by well-known and standardized analytical techniques (SEM-EDS according to Italian regulation on environmental parameters on spoils, waste and rock and soil). Despite the high resolution and the possibility to obtain elemental information, SEM-EDS is not always able to discriminate serpentine minerals, including chrysotile and non-regulated fibrous antigorite, lizardite, and possibly polygonal serpentine.

Moreover, the analytical procedures using electron microscopies are time-consuming and show an intrinsic lack of statistical representativeness, due to the low portion of the analytical sample that is effectively analyzed. Conversely, optical microscopy delivers fast results affected by a lower resolution and unreliable mineral fibre identification. Many sectors related to the realization of geo-engineering projects would take enormous advantages from a more efficient and statistically-sound approach.

To evaluate the results obtained from a state-of-the-art optical microscope with automatic image analysis in-line with micro-Raman spectrometer, we designed a study to comparatively determine the asbestos content from a large set of samples deriving from asbestos-bearing rock of the ophiolitic domain. The performance of a Malvern G3 Morphology microscope equipped with a 850 nm laser Raman spectrometer was tested on 40 samples. The same samples, prepared from ophiolitic rocks from the Ligurian Alps comminuted down to top-size = 100 μm, were parallelly analyzed and results compared with SEM-EDS quantitative method described by Italian regulation (Ministerial Decree 6 September 1994, All 1B).

How to cite: Trapasso, F., Tempesta, E., Passeri, D., Belardi, G., Petriglieri, J. R., Avataneo, C., Compagnoni, R., Piana, F., and Turci, F.: Asbestos determination in ophiolitic rocks by Image Analysis coupled with Raman Spectroscopy, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20813, https://doi.org/10.5194/egusphere-egu2020-20813, 2020.

EGU2020-18665 | Displays | NH8.3

Guiding Naturally Occurring Asbestos rock sampling using digital outcrops and geological reasoning

Thomas J.B. Dewez, Didier Lahondère, Tobias H. Kurz, Marcel Naumann, Nicole Naumann, Laure Capar, Florence Cagnard, and Simon J. Buckley

Retrograde metamorphism corresponds to the metamorphic processes that occur during orogenic uplift (diminishing temperatures) and cooling (lowering temperatures). These pressure and temperature conditions induce fracturing and fluids circulation which may prompt the crystallization of fibrous actinolite and tremolite within magnesium-iron rich rocks. Such fibrous amphiboles may result from the destabilization of earlier minerals (magmatic or metamorphic pyroxenes and/or amphiboles). In all cases, fibrous occurrences concern discrete locations and limited extents in space. These Naturally Occurring Asbestos minerals only form along fracture planes (in slip-vein mode) or within open veins (cross-vein mode). That is in the space where fluids circulated. Actinolite and tremolite minerals also crystalize inside mafic rock matrix, though not under their asbestiform habitus. Altering fluids diffuse from vein walls into the rock and actinolite and tremolite substitute themselves to destabilized pyroxenes and amphiboles of the matrix. This deliberately simplified geological logic may be used  to predict the location of Naturally Occurring Asbestos (NOA) on different rock outcrops.

We contend that 3D digital outcrop models commonly acquired by photogrammetry (ground- or UAV-based) alone or together with lidar, are efficient supports to map NOA presence susceptibility using this conceptual model. The rock assemblage architecture is best interpreted either in 3D, on a photorealistic textured meshed model itself, or on 2D orthophotos projected on a vertical plane. Geometric processing of dense (centimeter-resolution) 3D point clouds enables identifying host structures (fractures, faults and layer contacts) in the outcrop relief. Already, with these information supported by field observations, a first model may be produced for most likely NOA sites on the outcrop. If hyperspectral imaging in the shortwave infra-red (1300-2500 nm) spectral range, constrained by point-based field spectrometer acquisition, is added to the pool of available data sets, diffuse alteration rings of the mafic rock matrix may be imaged and included to the presence susceptibility model. Amphibole mineralogy provides diagnostic spectral properties due to hydroxyl absorption and can be therefore identified and mapped by hyperspectral imaging in the outcrop.

This theoretical approach to mapping NOA presence susceptibility is demonstrated on examples from Norway and France. Ground-based photogrammetric survey replicates the geometry and colour of the outcrop with a dense point cloud spacing of 1pt/15-20 mm and a photorealistic textured meshed model. Lithological architecture and structural interpretation were performed manually using LIME software (virtualoutcrop.com). Geometric fracture mapping was undertaken using CloudCompare (cloudcompare.org) with the Compass and Facets plugins. Both lithological and structural information were brought together on a 2D NOA presence susceptibility map using Geographic Information System. This output, validated in the field, guides rock sample collection for laboratory analysis and objectivates their spatial representatitivity for NOA presence susceptibility reports.

How to cite: Dewez, T. J. B., Lahondère, D., Kurz, T. H., Naumann, M., Naumann, N., Capar, L., Cagnard, F., and Buckley, S. J.: Guiding Naturally Occurring Asbestos rock sampling using digital outcrops and geological reasoning , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18665, https://doi.org/10.5194/egusphere-egu2020-18665, 2020.

EGU2020-21534 | Displays | NH8.3

Machine learning for identification and counting of Naturally Occurring Asbestos

Nazha Selmaoui-Folcher, Nathaël-Christian Galante-Gras, Christine Laporte-Magoni, Francesco Turci, and Jasmine Rita Petriglieri

Open-pit nickel mining is the main economic activity in New Caledonia. Lateritic Ni-ore deposits formed on weathered ultrabasic rock cover more than a third of the territory. However, among the mineral phases that make up these laterites, some belong to the asbestos family and have the capacity to emit pathogenic fibres. The inhalation of air polluted by such fibres may lead to severe respiratory diseases; asbestos may penetrate deep into the lungs causing at worst malignant mesothelioma.

In order to manage the natural occurrence of these fibres and take the necessary measures for the protection of workers, it is necessary to evaluate and monitor the concentration of asbestos fibres into the environment (e.g., airborne, waterborne). The current monitoring approach adopted by asbestos laboratories relies on counting method using Transmission Electron Microscopy (TEM), according to French regulation (NF X 43-050). Analysts operatively count and measure fibres and elongated mineral particles (EMPi) with on a filter viewed through the microscope device at high magnification. It is worth noting that analytical procedures involving electron microscopies are time-consuming, and show an intrinsic bias related to the subjectivity of operator analysis. These drawbacks explain the need to develop an automatic method for fibre and EMPi detection and quantification.

This paper presents a new method for detecting fibres on filters by using image processing and machine learning methods, discriminating single fibres, particles, juxtaposed objects and fibre bundles, minimizing as much image noise.

How to cite: Selmaoui-Folcher, N., Galante-Gras, N.-C., Laporte-Magoni, C., Turci, F., and Petriglieri, J. R.: Machine learning for identification and counting of Naturally Occurring Asbestos, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21534, https://doi.org/10.5194/egusphere-egu2020-21534, 2020.

Aggregates (sand, gravel and crushed stone) characterized by good mechanical properties and no undesired reactivity, are used in huge amounts in many industrial sectors, especially in construction (e.g. concrete, asphalt, paving). Sand and gravel extracted from alluvial or glacial deposits are typically rounded and well selected, whereas crushed stone is angular and suitable for certain applications (e.g. railway ballast). Use of offshore deposits is mostly restricted to beach erosion control and replenishment. Demand for aggregates is governed essentially by markets, and sources of supply need to be situated close to each other, because of transportation costs. The most common rock types (depending on geology) are represented by basalts, porphyries, orthogneisses, carbonatic rocks and “green stones” (serpentinites, prasinites, amphibolites, metagabbros). Especially “green stones” may contain traces, and sometimes appreciable amounts of asbestiform minerals (chrysotile and/or fibrous amphiboles). For example in Italy, the chrysotile asbestos mine in Balangero (Turin) produced over 5 Mt railroad ballast (crushed serpentinites), which was used for in northern and central Italy, from 1930 up to 1990. The legal threshold for asbestos content in track ballast is established in 1000 ppm: if the value is below this threshold, the material can be used, otherwise it must be disposed of as hazardous waste, with very high costs. The presence of asbestiform minerals must be first assessed by preliminary geological and mineralogical surveys in quarry areas, both for glacial – alluvial deposits and “massive” rock mass (crushed stone). The quantitative asbestos determination in rocks is a very complex analytical issue: although techniques like TEM-SAED and micro-Raman are very effective in the identification of asbestos minerals, a quantitative determination on bulk materials is almost impossible or expensive and time consuming. Another issue is represented by the discrimination of asbestiform minerals (e.g. chrysotile, asbestiform amphiboles) from the common acicular – pseudo-fibrous varieties (lamellar serpentine, non-asbestiform amphiboles). Also, the correct sampling is of crucial importance, considering the size of rock fragments (sand, gravel or silt) and the geological variability within the quarry. In this work, more than 400 samples from the main Italian quarry areas were characterized by a combined use of XRD and an up to date sample preparation and quantitative SEM-EDS analytical procedure. The first step consists in the recognition of “green stones” (presence of serpentine and/or amphiboles) by means of macroscopic petrography (gravel) or XRD (sand, silt). The second step is represented by the “self-grinding” of the rock fragments (Los Angeles rattle test for gravel), and the quantitative SEM-EDS analysis of the “fine” fraction (< 2 mm). The third and last step consists in the complete grinding of the bulk sample and following SEM-EDS quantification. The results show a great variability for serpentinite-rich samples, with a wide asbestos concentration range; on the other hand, metabasites (prasinites, amphibolites) are generally less critical, because the presence of asbestiform amphiboles (especially tremolite - actinolite) is rarer and more occasional. As regards the samples deriving from alluvial and glacial deposits, the fibers tend to concentrate in the fine fraction (<2 mm).

How to cite: Cavallo, A.: Aggregates and naturally occurring asbestos: the need of a correct analytical approach, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3900, https://doi.org/10.5194/egusphere-egu2020-3900, 2020.

EGU2020-9453 | Displays | NH8.3

The event geological maps: a new predictive tool to identify potential NOA (Naturally Occurring Asbestos) lithologies, Example from the Pyrenees (France).

Florence Cagnard, Didier Lahondère, Benjamin Le Bayon, Aurore Hertout, Thierry Baudin, Maxime Padel, Jéromine Duron, and Juliette Stephan-Perrey

The event geological maps consist in innovative numerical maps that were just designed and produced for the first time, as part of the RGF (“French Geological Referential”) mapping program in the Pyrenees. Rocks acquire their mineralogical, structural and textural characteristics through a complex geological history reflecting successive stages of transformation (i.e. metamorphism, deformation, alteration…), so called “geological events”. Classical geological maps can only represent some of these events.  In the Pyrenean orogenic belt, which results from a polyphase tectono-metamorphic history over 600 Ma (from Precambrian to present), 3400 geological events were identified. Such geological events were classified by types (e.g. deposit, volcanism, intrusion, metamorphism, weathering, hydrothermal alteration…) and time periods. They were referenced into a database and associated to mapped features (120,000 polygons and lines), coming from a compilation of 60 geological maps at 1: 50,000 scale.

In the Pyrenees, Naturally Occurring Asbestos (NOA) mostly occur in specific lithologies such as ultrabasic, basic and intermediate plutonic rocks, and meta-limestones. These rocks may be affected by different metamorphic events (i.e. hydrothermal alteration, greenschist and/or HT-LP regional metamorphism, contact metamorphism). We performed a GIS treatment to produce a predictive map of potential NOA hosting lithologies. This treatment crosses lithological and selected geological event informations (e.g different metamorphic and alteration events).

Subsequent geological field investigations with associated sampling and laboratory analyses (combining optical microscopy, microprobe and SEM analyses) allowed us to identify and characterize fibrous and asbestiform mineralogical species. Results of this work particularly emphasize: (i) the importance of actinolite-asbestos in doleritic rocks, and (ii) the occurrence of fibrous actinolite/tremolite in different marbles and skarns. Finally, we present a 1: 50,000 scale map of potential NOA occurrences in the Pyrenees.

Conversely, field observations allowed us to improve both the lithostratigraphic and the event geological maps, in particular with the identification of geological domains where intense hydrothermal alteration was not previously mapped. All the data (maps of potential NOA occurrences, field observations and results of laboratory analyses) are stored in a geospatial database, partly accessible to the public. This work illustrates a possible use of geological event maps as a powerful innovative and predictivity tool. This approach will be useful in the context of the evolution of French regulations now imposing the search for asbestos before all types of works in natural environments.

How to cite: Cagnard, F., Lahondère, D., Le Bayon, B., Hertout, A., Baudin, T., Padel, M., Duron, J., and Stephan-Perrey, J.: The event geological maps: a new predictive tool to identify potential NOA (Naturally Occurring Asbestos) lithologies, Example from the Pyrenees (France)., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9453, https://doi.org/10.5194/egusphere-egu2020-9453, 2020.

EGU2020-18420 | Displays | NH8.3

Can non-asbestiform amphibole fibers trigger carcinogenesis mechanisms?
not presented

Gaia M. Militello, Laura Gaggero, Elisa Sanguineti, Adrián Yus González, and Sebastiano La Maestra

Minerals defined as asbestos include only the fibrous varieties (length > 5 µm, diameter < 3 µm and length/diameter ratio > 3:1) and asbestiform (high tensile strength or flexibility) of serpentine and amphibole.

However, there are also prismatic varieties of amphiboles, which despite the same chemical composition, are not classified as asbestos. Their geometric ratio would fall within the concept of fiber, but the minerals are not asbestiform.

Starting from a fairly contradictory context, the goal of this work was to analyze the variables inherent the morphological, but above all, the clastogenic effect determined by exposure of both asbestiform and non-asbestiform amphiboles.

The asbestiform fibers (F3), and the other three samples containing non-asbestiform amphiboles (P1, P2, P3) were tested in A549 cells line. Each sample of fiber was inoculated in A549 cells at a concentration of 100 µg/ml for 48h. Experiments were assayed in triplicate and repeated twice. To evaluate the micronuclei number for each sample the fixed cells were dropped onto clean microscope slides, stained and observed by optical microscopy at 100X.

Obtained results showed a statistically significant increase (P < 0.05) of micronuclei in F3 exposed cells when compared to negative controls. Similar results were reported when A549 cells were exposed with non-asbestiform amphiboles P2. No significant increase of micronucleated cells was observed after exposure of cells line at samples P1 and P3.

Moreover, to investigate the effect long-term triggered after 24h post fiber exposure of the medium inoculated cells were replaced with fresh culture medium and the cultures were grown for 72h. Albeit a prolonged contact of the F3 and P3 fibers resulted in a statistically significant increase (P < 0.01) of the micronuclei, no increase was reported for P2.

These results indicate that the contact of non-asbestiform amphiboles in vitro, can determine a genetic disorder, a necessary step in the cancer development. However, the kinematic of processes and the bearing of results are to be further clarified. For this purpose, the same starting materials are presently tested to determinate the transformation efficiency in no-tumoral cells and will be analyzed the different pathway involved in the etiopathogeneses of diseases trigger by inhalation of fiber.

How to cite: Militello, G. M., Gaggero, L., Sanguineti, E., Yus González, A., and La Maestra, S.: Can non-asbestiform amphibole fibers trigger carcinogenesis mechanisms?, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18420, https://doi.org/10.5194/egusphere-egu2020-18420, 2020.

EGU2020-17365 | Displays | NH8.3

Dealing with asbestos presence in tunnel excavation: the Castagnola case study and the importance of the geological model

Oliviero Baietto, Francesco Amodeo, Martina Vitaliti, Giovanni Parisi, Alberto Scuderi, and Paola Marini

The presence of Naturally Occurring Asbestos (NOA) is one of the greatest danger during excavations and tunneling.  The most important instrument for the NOA content prediction is the geological model.

As part of the consultancy provided in the works of the "Terzo valico dei Giovi" which includes the excavation of numerous tunnels in areas potentially affected by rocks containing asbestos, the case study of the tunnel called "Castagnola" is illustrated. The opera is the new high velocity railway connection between Genova and Milano and the case study is located in the Piedmont southern area near Fraconalto (AL).

The “Castagnola” tunnel area is characterized by greenish - reddish rocks metabasalt covered by recent grey shales in the upper part of the area; it refers to the ophiolitic Figogna Unit, elongated in a north-south direction, which belongs to Sestri-Voltaggio Zone.

Starting from geological sections and thanks to surface investigation and core drilling, an effective geological model was built.

This study highlights how, during the progress of the works, situations other than the forecast geological model are encountered. It also highlights the importance of the environmental monitoring of the airborne fibers dispersion inside the tunnel, which has proved extremely effective even in the presence of low asbestos content in the excavated rock.

Moreover, this study describes the trends in asbestos content in the material excavated during the route of the tunnel in comparison with the concentration of airborne fibers. Furthermore, the management of the asbestos problem, from the abatement of dust to the excavation and storage methods and the installation of efficient technologies such as an aspirating ventilation system already successfully tested in a previous excavation phase, are presented.

How to cite: Baietto, O., Amodeo, F., Vitaliti, M., Parisi, G., Scuderi, A., and Marini, P.: Dealing with asbestos presence in tunnel excavation: the Castagnola case study and the importance of the geological model, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-17365, https://doi.org/10.5194/egusphere-egu2020-17365, 2020.

EGU2020-343 | Displays | NH8.3

Synchrotron X-ray imaging for characterizing chrysotile asbestos
not presented

Claudia Ricchiuti, Andrea Bloise, Gabriele Lanzafame, and Rosalda Punturo

Over the last decades, rocks containing Naturally Occurring Asbestos (NOA) have been widely studied by many authors with the aim of determining the potential health risks to exposed neighboring populations. It is difficult to accurately characterize the asbestos fibres contained within the rocks as conventional techniques are not effective and have drawbacks associated with the disturbance of the sample under study. Indeed, the size and geometric shape ratios of asbestos chrysotile fibres can be subjected to change, thus leading to the misevaluation of asbestiform fibre findings. In this frame, our study aims to determine the characteristics of the veins that form in serpentinite (i.e. shape) and their infill (i.e. size of fibres), without grinding and/or particle size reduction.

To obtain this ambitious goal, X-ray synchrotron microtomography (SR-μCT) supplemented with polarized light microscope (PLM), scanning electron microscopy analysis combined with energy dispersive spectrometry (SEM/EDS), electron probe micro-analysis (EPMA) were used for identifying asbestos fibres in a mineral matrix. In the specific case, we analyzed a representative set of veins and fibrous chrysotile that fills the veins, taken from massive serpentinite outcrops (Southern-Italy; Bloise and Miriello, 2008). The non-destructive SR-μCT technique allowed to identify respirable chrysotile fibres (regulated asbestos) within the serpentinite matrix and to reconstruct the 3D structures of infill chrysotile asbestos fibres as well as other phase, whose structures were not resolvable with PLM, SEM or EPMA. Moreover, due to differences in chemical composition between veins and matrix, the obtained data enabled to evaluate the vein shapes present in the massive serpentinite matrix. In particular, iron and aluminum distribution variations between veins and matrix induce different radiation absorption patterns, thus permitting a detailed image-based 3D geometric reconstruction (Bloise et al., 2019). The results proved that SR-μCT is a valuable and promising technique for analyzing asbestos chrysotile that fills the veins within massive serpentinite. The 3D images of veins may help to identify NOA contained within serpentinite rocks.

References:

Bloise, A., Miriello, D., 2018. Multi-analytical approach for identifying asbestos minerals in situ. Geosci. 8 (4), 133. https://doi.org/10.3390/geosciences8040133.

Bloise, A., Ricchiuti, C., Lanzafame, G., Punturo, R., 2019. X-ray synchrotron microtomography: a new technique for characterizing chrysotile asbestos, Sci. Total Environ. https://doi.org/10.1016/j.scitotenv.2019.135675

How to cite: Ricchiuti, C., Bloise, A., Lanzafame, G., and Punturo, R.: Synchrotron X-ray imaging for characterizing chrysotile asbestos, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-343, https://doi.org/10.5194/egusphere-egu2020-343, 2020.

EGU2020-11324 | Displays | NH8.3

Erionite, Offretite and Stellerite: Solubility Assay
not presented

Matteo Giordani, Fulvio Di Lorenzo, Michele Mattioli, and Sergey V. Churakov

Erionite is a well known carcinogenic fibrous zeolite being one of the most carcinogenic mineral fibre (IARC, 1987). In the last years other fibrous zeolites, such as offretite and ferrierite, assumed a growing interest in the scientific community, because of their probably carcinogenic effects to human after inhalation (Mattioli et al., 2018; Gualtieri et al., 2018).

The toxicity of these minerals is mainly defined by two important parameters: biodurability and biopersistence. Solubility plays a key role on these parameters; however, to the best of our knowledge, the experimental determination of the solubility of erionite and offretite is still missing. The lack of these data for natural zeolites, even in the most simple system (i.e. water), represents a severe limitation for the understanding of the complex interaction with the biological environments. The aims of this study is to be a starting point for further detailed studies on the dissolution kinetics of zeolites. Our experimental setup for low temperature kinetic studies could allows to figure out (I) the behaviour in pure water and then (II) the effect of inorganic and organic additives (e.g. in Simulated Lung Fluids). The assessment of the individual role of each component is fundamental to better understand the observed processes, and could be a starting point for the comprehension of the risks associated to human health.

Natural samples of erionite, offretite and stellerite (more abundant zeolite used as reference material) were used to perform dissolution experiments, at 25° C, to assess their aqueous solubility under the effect of atmospheric CO2 concentration.

To obtain a relatively homogeneous crystal particle in the range 64 µm - 250 µm, the natural crystals were ground and sieved. The selected fraction was added to ultrapure H2O (previously equilibrated with air for 30 minutes under stirring, i.e. in equilibrium with atmospheric CO2 at pH 5). The dissolution process was followed over time with a conductivity probe equipped on a Metrohm OMNIS system. After several hours (days) under vigorous stirring (a floating stirrer was used to avoid a milling effect on the crystals), the samples were filtrated and the amount of Ca, Na, K, Mg, Al and Si was determined by ICP-OES (Agilent Varian, 700 ES). The powders were characterized before and after the interaction period. X-ray powder diffraction was used for the mineralogical characterization. The morphological characterization of the grains and the determination of the elemental formula were obtained by means of SEM-EDS and EMPA, respectively.

 

IARC. 1987. IARC Monographs on the Evaluation of the Carcinogenic Risk to Humans; Overall Eval. Carcinog. Updating IARC Monographs Vol. 1 to 42; IARC: Lyon, France.

Mattioli, M., Giordani, M., Arcangeli, P., Valentini, L., Boscardin, M., Pacella, A. and Ballirano P. 2018. Prismatic to Asbestiform Offretite from Northern Italy: Occurrence, Morphology and Crystal-Chemistry of a New Potentially Hazardous Zeolite. Minerals, 8, 69.

Gualtieri, A.F., Gandolfi, N.B., Passaglia, E., Pollastri, S., Mattioli, M., Giordani, M., Ottaviani, M.F. Cangiotti, M., ... and Gualtieri, M. L. 2018. Is fibrous ferrierite a potential health hazard? Characterization and comparison with fibrous erionite. American Mineralogist, 103(7), 1044-1055.

How to cite: Giordani, M., Di Lorenzo, F., Mattioli, M., and V. Churakov, S.: Erionite, Offretite and Stellerite: Solubility Assay, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11324, https://doi.org/10.5194/egusphere-egu2020-11324, 2020.

The naturally occurring asbestos (NOA) and naturally occurring of asbestiform minerals non asbestos classified (NONA) in North Western Italian Alps is known since many years and described in a few papers (e.g., Belluso et al., 1995; ARPA Piemonte, 2008). Whereas the noxiousness due to professional exposure to asbestos is well known, there are few information dealing with natural environmental exposure as that occurring to general population living closeness to NOA (and NONA) in outcropped rocks.

The investigation of inorganic fibres content in urine may understand if people respired them in the latest period (from several days to some months: e.g., ATSDR, 2001).

In this study we present a case of a very high and abnormal content of tremolite asbestos detected in urine of a young girl during a survey of several toxic contaminants respired from young students in a Turin province school (NW Italy).

The absence of asbestos revealed by further investigation carried out in urine sample of girl’s parents and in other samples from the girl, showed that the high asbestos content previously detected was due to an exposure occurrence limited in time and related only to the girl.

The investigation carried out on the lifestyle of the girl in the year preceding the urine analysis allowed to suppose that the detected high content of tremolite asbestos might be due to a specific environmental exposure. Indeed, the girl spent a holiday period away from her habitual home, where there were excavation works in NOA rocks spotty containing important amount of tremolite asbestos. Therefore, the asbestos detected in the urine is probably connected to those dispersed from NOA rocks.

This finding focuses on the need to evaluate the risk of asbestos air dispersion from NOA rocks before carrying out excavation works.

 

ARPA PIEMONTE (2008) Amianto naturale in Piemonte. Agenzia Regionale per la Protezione Ambientale del Piemonte, ARPA Piemonte, Ed. L’Artistica Savigliano (CN), I

ATSDR, Agency for Toxic substances and Disease Registry (2001). U.S., Department of Health and Human Services, Public Health Service. Atlanta, GA, USA

BELLUSO E, COMPAGNONI R, FERRARIS G. (1995) Occurrence of asbestiform minerals in the serpentinites of the Piemonte Zone, Western Alps. In: Giornata di studio in ricordo del Prof. Stefano Zucchetti, Politecnico di Torino, 57-64. Ed. Politecnico di Torino, I

How to cite: Belluso, E. and Capella, S.: High tremolite asbestos content in urine related to dispersion from NOA rocks: a case study, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5730, https://doi.org/10.5194/egusphere-egu2020-5730, 2020.

EGU2020-19615 | Displays | NH8.3

Waterborne Naturally Occurring Asbestos: a case study from Piedmont (NW Italy)

Chiara Avataneo, Elena Belluso, Massimo Bergamini, Silvana Capella, Domenico Antonio De Luca, Manuela Lasagna, and Francesco Turci

Water pollution by asbestos may result from anthropogenic sources, such as water passing in cement-asbestos aqueduct pipes, or natural sources. Referring to this second case, pollution could be due to the flow of superficial water or groundwater into naturally occurring asbestos (NOA) in rock formations like green stones and serpentinites.

Asbestos-bearing rocks weathering is the principal natural cause of fibres water-dispersion. Despite the abundant occurrence of NOA rocks where water can flow (underground and superficially) in the North-Western part of the Alps, a few is known about the mechanism of fibres release in water and the correlation with the geolithological and hydrogeological characteristics of the area.

Moreover, the knowledge on the eventual noxiousness of waterborne fibres have still to be deepened: in fact, they can come into contact with human being as airborne fibres after water vaporization, or by ingestion, especially if fibres are present in drinking water. While a lot is known about disease caused by airborne asbestos fibres high-dose respiration, not enough has been yet comprehended about potential noxiousness of fibre ingestion. Following some in vivo studies, US-EPA (United States Environmental Protection Agency) defined a maximum contaminant level of 7x106 ff/l in drinking water, but this limit is not fully shared by the whole scientific community.

Against this background, it has become fundamental to clarify the main aspects related to waterborne fibres, in particular their natural occurrence in water and their transportation due to water flowing into NOA. Consequently, decision has been made to conduct a study on the former chrysotile mine of Balangero, in Piedmont (Italy), which was selected as a reference case study for its great significance in the North-Western Alps context. The case study was developed in collaboration with R.S.A. s.r.l., the company that is in charge of the site remediation.

A sampling and analysis campaign regarding the superficial hydrographic network of the area was settled: 5 different sampling points were selected, 2 of them inside the principal site perimeter and 3 in the villages situated downstream of the site. They have been monitored for about one year, to evaluate the seasonal variability.

The main aims of the research are:

  • the evaluation of asbestos concentration in term of number of fibres per liter (ff/l);
  • the correlation between the concentration variability and the precipitation pattern over the four seasons;
  • the evaluation of asbestos concentration defined as mass per liter (pg/l), depending on fibres dimension;
  • the study of fibres characteristics, such as their dimension, morphology and chemical composition;
  • the study of a possible correlation between asbestos concentration in pg/l and ff/l;
  • the potential presence of fibres bundles or aggregates which can constitute a problem in the evaluation of the asbestos concentration, in particular for the correlation between ff/l and pg/l.

Finally, an attempt to relate the number of waterborne fibres to those that can eventually be released in air is still ongoing.

How to cite: Avataneo, C., Belluso, E., Bergamini, M., Capella, S., De Luca, D. A., Lasagna, M., and Turci, F.: Waterborne Naturally Occurring Asbestos: a case study from Piedmont (NW Italy), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19615, https://doi.org/10.5194/egusphere-egu2020-19615, 2020.

As we continue to investigate the asbestos-forming minerals and their associated geology as they occur in North America, we have found that subtle variations can make the standardization of what is and what is not asbestos more difficult. On the other hand, some geochemical trends recently observed have given us significant insight into what we can expect in the ground, which we hope will lend much-needed information to medical investigators to better understand the relationship of mineral morphologic and chemical differences and the ramifications to human health for those potentially exposed. In efforts to understand why certain minerals form in the asbestiform habit, mineralogists still cannot fully explain the cause-and-effect of this phenomenon. Although we know that there are chemical variances and pressure or temperature regimes that are conducive to the formation of asbestos, a complete and absolute picture of how and why amphibole forms fibers, or serpentine forms chrysotile scrolls remains elusive. Research indicates however that there are two primary ways that sheet silicates compensate for the fundamental misfit between their tetrahedral silica layers (T) and their octahedrally-coordinated cation layers (O) that is by either tetrahedral rotation /stretching or by bending or modulation of the layers in concert. Rotation or stretching occurs in both the 1:1 layer silicates (T-O) such as serpentines, and the 2:1 phyllosilicates (T-O-T) such as vermiculite or talc. The other primary means of misfit compensation is structural bending, with the obvious examples of antigorite or chrysotile. Although it was originally hypothesized as early as the 1950s that this curving or bending of the sheet structure was entirely due to the T-O misfit, more recent research points to the importance and variances of hydroxyl bonding in the chrysotile structure. A secondary mode of compensation for the fundamental misfit is by the addition or subtraction of silica tetrahedra or octahedral cations in modulated fashion, which affects the overall chemistry of the mineral as a whole. In polysomatic hydrous biopyriboles we see the importance of hydration alteration reactions in the transformation of chain zippers. Thusly, a wide variety of intergrowth microstructures appear in Mg-rich 1:1 modulated layer silicates, analogous to the hydrous biopyriboles as is common intimate intermixing in a polysomatic series. It is therefore common that the means by which all of our regulated asbestos minerals form is through the combined action of T-O misfit compensation and the action of water in the crystallizing or re-crystallizing process. 

How to cite: Fitzgerald, S.: Asbestiform anthophyllite, tremolite, and related fibrous amphibole chemistry, both as primary and secondary mineralization in metamorphic facies in asbestos occurrences in North American deposit comparisons, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1205, https://doi.org/10.5194/egusphere-egu2020-1205, 2020.

EGU2020-5356 | Displays | NH8.3

Assessment of the potential health hazard of fibrous glaucophane

Dario Di Giuseppe, Alessandro Gualtieri, Alessandro Zoboli, Monica Filaferro, Giovanni Vitale, Rossella Avallone, Mark Bailey, and Martin Harper

The widespread concern on the environmental hazards and public health issues related to exposure to respirable dusts from naturally occurring asbestos (NOA) in principle should also apply to deposits of mineral fibres other than the currently regulated six asbestos minerals. Recent studies highlight that glaucophane can assume a fibrous habit resembling the regulated amphibole asbestos minerals. Glaucophane, sometimes occurring in a fibrous habit, is a major mineral component of blueschist rocks of the Franciscan Complex, USA. Recently, fibrous blueschist occurrences within the Franciscan Complex were being excavated in California for construction purposes (e.g., the Calaveras Dam Replacement Project) and concern existed that the dust generated by the excavation activities might potentially expose workers and the general public to health risks. For this reason, fibrous glaucophane (Gla) was considered to represent a potential health hazard as NOA by the dam owner, the San Francisco Public Utilities Commission, though an evaluation of the potential health hazard of this mineral fibre was not mandatory per local state and federal regulations. To fill this gap, the potential toxicity/pathogenicity of Gla from the Franciscan Complex has been assessed using the fibre potential toxicity model (FPTI) model and specific in vitro toxicity tests. FPTI is an analytical tool to predict the toxicity/pathogenicity of minerals fibers, based on physical/chemical and morphological parameters that induce biochemical mechanisms responsible for in vivo adverse effects. This model delivers an FPTI index aimed at ranking the toxicity and pathogenicity of a mineral fibre. Compared to asbestos minerals, the FPTI of Gla is considerably higher than that of chrysotile, comparable to that of tremolite and lower than that of crocidolite. Biological responses of cultured human lung cells (THP-1 and Met-5A) following 24 and 48h of exposure to different doses of Gla (25, 50 and 100 µg/mL), have been determined by Alamar Blue viability, Extra-cellular lactate dehydrogenase (LDH) and Comet assays. Generation of reactive oxygen species (ROS) has been evaluated performing the luminescent ROS-Glo™ assay. Crocidolite UICC asbestos (100 µg/mL) was also tested for comparison. Results of in vitro tests showed that Gla may induce a decrease in cell viability and an increase in LDH release in tested cell cultures in a concentration dependent mode. Overall, the rank of the investigated fibres in increasing order of cytotoxicity is: Gla (25 μg/mL) < Gla (50 μg/mL) < crocidolite (50 μg/mL) < Gla (100 μg/mL). For both the cells lines, Gla was able to induce DNA damage. Moreover, it was found that Gla can induce the formation of ROS. The chemical-structural features and biological reactivity of Gla confirm that this mineral fibre is a toxic agent. Although Gla induced lower toxic effects compared to the carcinogenic crocidolite, the inhalation of its fibres may be hypothetically responsible for the development of lung diseases. For a conclusive understanding of the mechanisms of the cellular/tissues responses to fibrous glaucophane, in vivo animal tests should be performed and compared to our outcome to stimulate a critical evaluation and a classification by the International Agency for Research on Cancer (IARC).

How to cite: Di Giuseppe, D., Gualtieri, A., Zoboli, A., Filaferro, M., Vitale, G., Avallone, R., Bailey, M., and Harper, M.: Assessment of the potential health hazard of fibrous glaucophane, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5356, https://doi.org/10.5194/egusphere-egu2020-5356, 2020.

EGU2020-10801 | Displays | NH8.3

Chemical reactivity of thermal treated naturally occurring amphibole asbestos

Paolo Ballirano, Alessandro Pacella, Maura Tomatis, Francesco Turci, Cecilia Viti, and Andrea Bloise

Non-occupational (environmental) exposure to naturally occurring asbestos (NOA) represents a potentially important source of risk for human health in several parts of the world. Chemical reactivity of fibres surface is one of the most relevant physical-chemical property to asbestos toxicity and is commonly associated to the presence of Fe at the surface, and in particular to its coordination and oxidation state. However, no detailed information is still available about dependence of chemical reactivity on surface iron topochemistry, which is the basis for defining structure-activity relationships. In this work the chemical reactivity of two amphibole asbestos samples, UICC crocidolite from Koegas Mine, Northern Cape (South Africa) and fibrous tremolite from Montgomery County, Maryland (USA), was investigated after sample heating up to 1200 °C. Ex-situ X-ray powder diffraction (XRPS and the Rietveld method), scanning (SEM) and transmission (TEM) electron microscopy were used for characterizing the mineral fibres before and after the thermal treatment. In addition, thermal stability of the of the amphibole asbestos was analysed in-situ by TG/DSC. Two conventional target molecules (H2O2 and HCOO-) and the DMPO spin-trapping/EPR technique were used to measure the radical activity of both pristine and thermal treated samples. Results show that, after thermal treatment, both amphibole asbestos are completely converted into hematite, cristobalite and pyroxene, still preserving the original fibrous morphology (pseudomorphosis). Notably, in spite of the thermal decomposition, the heated samples show a radical production comparable to that of the pristine ones.

How to cite: Ballirano, P., Pacella, A., Tomatis, M., Turci, F., Viti, C., and Bloise, A.: Chemical reactivity of thermal treated naturally occurring amphibole asbestos, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10801, https://doi.org/10.5194/egusphere-egu2020-10801, 2020.

EGU2020-11407 | Displays | NH8.3

Dissolution of amphibole asbestos in modified Gamble’s solution at pH 4.5: a combined ICP-OES, XPS and TEM investigation

alessandro pacella, elisa nardi, maria rita montereali, marzia fantauzzi, antonella rossi, cecilia viti, and paolo ballirano

This study analizes the dissolution reactions, and the corresponding surface modifications, of two amphibole asbestos incubated for 1, 24, 48, 168 and 720 h in a modified Gamble’s solution at pH 4.5. The investigated samples are UICC crocidolite from Koegas Mine, Northern Cape (South Africa), and fibrous tremolite from Montgomery County, Maryland (USA). Inductively Coupled Plasma Optical Emission Spectrometry (ICP-OES) was used to monitor the ion release into solution, X-Ray Photoelectron Spectroscopy (XPS) was performed to unveil the chemistry of the leached surface, and High Resolution Transmission Electron Microscopy (HR-TEM) was exploited for monitoring the structural modifications of the fibres.

An incongruent cation mobilization was observed in both samples. Fe mobilization was detected only in UICC crocidolite, due to the occurrence of Fe-bearing accessory phases in the sample (siderite, iron carbonate, and minnesotaite, an iron-bearing phyllosilicate). Notably, tremolite lifetime is shown to be roughly ten times that of UICC crocidolite under the same experimental conditions. This result agrees with previous dissolution studies at pH 7.4 indicating a higher dissolution and surface alteration for UICC crocidolite with respect to tremolite.

How to cite: pacella, A., nardi, E., montereali, M. R., fantauzzi, M., rossi, A., viti, C., and ballirano, P.: Dissolution of amphibole asbestos in modified Gamble’s solution at pH 4.5: a combined ICP-OES, XPS and TEM investigation, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11407, https://doi.org/10.5194/egusphere-egu2020-11407, 2020.

EGU2020-20129 | Displays | NH8.3

Methods for the analysis of asbestos in incoherent soils

Giovanna Zanetti, Paola Marini, and Oliviero Baietto

Soils contaminated with asbestos, whether of natural origin or deriving from anthropogenic pollution, can have very different dimensional, chemical and humidity characteristics.

The legal limit that allows to define an asbestos contaminated soil is a concentration of 1000 mg / kg of asbestos fibers, as per DLGS 152/2006. The analytical methods suggested in Italy by regulation (DM 6/09/94) for the determination of asbestos content are Diffrattometry (XRD) and  Fourier Transform Infrared (FTIR), methods that do not allow to distinguish the fibrous material and secondly Scanning Electron Microscopy (SEM). The Phase Contrast Optical Microscopy (PCOM) is considered a methodology only useful for a qualitative analysis for it low rilevability index (0,1 mm in respect of   for SEM and    for XRD and FTIR).

The goal of this study is to describe the cheap and quick soil analysis methodology used in the Asbestos laboratory of DIATI Politecnico di Torino where also the representativeness of the analysed quantity of material is considered.

When the sample is an incoherent soil, sieving (at 0.6 - 0.3 – 0.150-0.075 mm) after drying is carried out. The asbestos fibers eventually present in the classes >0.6 mm and 0.6-0.3 mm, that are visible with a low magnification (5-10 x), can be recovered by flotation and weighted after drying. The quantitative analysis of the classes 0.3-0.075 is perfomed by means of PCOM, measuring the dimensions of the fibers, hipotyzing the third dimension equal to the width and calculating the weight knowing the density of the asbestos fiber observed.  .The presence of asbestos in the finer particle size class can be verified by SEM, but is the asbestos content in the other particle size classes is high the value obtained for the finer class is generally found to be irrelevant to the final result.If the initial sample has a very fine particle size, it is homogenized by grinding and is prepared for reading under the SEM by depositing a known quantity on a polycarbonate membrane. The results thus obtained are referred to the analysis of at least 100 g of material.

The reliability of the technique has been verified by participating in interlaboratory circuits.

 

How to cite: Zanetti, G., Marini, P., and Baietto, O.: Methods for the analysis of asbestos in incoherent soils, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20129, https://doi.org/10.5194/egusphere-egu2020-20129, 2020.

EGU2020-13773 | Displays | NH8.3

Morphological and chemical characterization of asbestos fibers in solid rocks: Towards an in-situ and combined analytical approach

Didier Lahondère, Guillaume Wille, Ute Schmidt, Jérémie Silvent, Jéromine Duron, and Cédric Duée

Asbestos is a commercial term which refers to six minerals that crystallize as fibrous bundles made of very thin and easily separable fibrils. Asbestos fibers have been exploited for a long time and voluntary added in a very large set of manufactured products. In France, asbestos is prohibited since an official decree published in 1997 that prohibits the manufacture, processing, sale and import of asbestos. The asbestos ban has been the subject of an European directive published in 1999. 
Following this ban, a standard was defined in order to specify the sampling, preparation and identification methods for asbestos fibers in samples of commercial origin (ISO 22262-1). For natural materials, no specific analytical protocol is currently defined in France. Searching for asbestos in a rock sample, the commonly used protocols require the reduction of the sample, the grinding of a sub-sample (1 to 2 g) and its calcination in order to eliminate organic matter, then an acid attack to dissolve some constituents (calcite, gypsum). The final test portion (~ 20 mg) is mixed in water, stirred using ultrasound, filtered through a metallized membrane and covered with a new layer of carbon before it can be examined using a transmission electron microscope.
The protocols currently used are long and complex and require the grinding of the sub-sample. This grinding operation is a critical step because it can lead, starting from non-asbestiform minerals, to the artificial formation of more or less fine and elongated fibriform particles (cleavage fragments), quite similar in some cases to asbestos fibers. Grinding is therefore an operation liable to affect the quality of the final diagnosis.
The new protocol presented here was built with the aim of developing an analytical approach specific to coherent rock samples. This protocol does not involve the grinding of the sample and allows the in-situ morphological and chemical characterization of fibrous minerals. It is based on the use of combined analytical techniques (MOLP, EPMA, FESEM-EDS, FIB-SEM, and confocal RAMAN in SEM) from a single support corresponding to a polished thin section. This protocol allows to observe the natural morphologies of the fibers, to measure their dimensions, to characterize the relationships between fibers and the other mineralogical constituents while preserving the texture of the rock and to acquire precise chemical analyzes of the fibers. It also overcomes problems related to the grinding of the sample and the formation of cleavage fragments. This protocol has been tested through the study of several types of massive rock samples. It provides a representative and reliable in-situ diagnosis of the initial state of the fibers in solid rocks.

How to cite: Lahondère, D., Wille, G., Schmidt, U., Silvent, J., Duron, J., and Duée, C.: Morphological and chemical characterization of asbestos fibers in solid rocks: Towards an in-situ and combined analytical approach, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13773, https://doi.org/10.5194/egusphere-egu2020-13773, 2020.

EGU2020-21950 | Displays | NH8.3

Sampling protocol, preparation scheme and error evaluation for SEM-EDS quantitative analysis of asbestos in ophiolitic rocks

Girolamo Belardi, Francesca Trapasso, Emanuela Tempesta, Daniele Passeri, Matteo Paciucci, Serena Botta, Chiara Avataneo, Luca Barale, Fabrizio Piana, and Francesco Turci

The quantification of asbestos in ophiolitic rocks is of particular importance in the management of soil and rock excavated in civil works and materials from quarry exploitation.

In Italy, a well-described quantitative method is currently available taking advantage of the high resolution of scanning electron microscopy (SEM) and the mineral discrimination provided by energy dispersion spectroscopy (EDS) (Italian Ministerial Decree of 06/09/1994). The method provides a limit of detection of ca. 4-10 ppm and delivers quantitative results for asbestos content higher than 100 ppm. Conversely, a guide for on-field sampling and laboratory sample milling / preparation is still required, to correctly define the quantities of materials of variable geometric dimensions and weight to be sampled following a representative approach. The development of a proper sampling protocol will define the minimum volume of material that is required to correctly represent an asbestos-bearing soil/rock.

The work aims to introduce a structured composite sampling and processing protocol, to reduce data variability and increase sample representativeness for a specified volume of material under investigation.

The protocol is designed to obtain one single aliquot for SEM-EDS quantitative analysis (ca. 10 g) that has all the constituents in the same proportion with a known grade of accuracy and to minimize sample preparation time.

Variability in measured asbestos concentration in ophiolitic rocks between discrete samples is due primarily to the texture of rocks and heterogeneity in the distribution of asbestos. To consider the heterogeneous distribution of asbestos, a simulation of size distribution of the material after laboratory size reduction (crushing and grinding) as a function of operating parameters was obtained. It was studied the influence of some parameters, specifically linked to ophiolitic rocks, such as: particles shape factor, granulometric factor, mineralogical factor, asbestos liberation factor, and maximum particle size on the representativeness of the subsamples.

The methodology provides reasonably unbiased, reproducible estimates of the mean concentration of asbestos in the specified volume of material.

How to cite: Belardi, G., Trapasso, F., Tempesta, E., Passeri, D., Paciucci, M., Botta, S., Avataneo, C., Barale, L., Piana, F., and Turci, F.: Sampling protocol, preparation scheme and error evaluation for SEM-EDS quantitative analysis of asbestos in ophiolitic rocks, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21950, https://doi.org/10.5194/egusphere-egu2020-21950, 2020.

EGU2020-8001 | Displays | NH8.3

Asbestos-like actinolite crystallization during late regional variscan exhumation in the South Armorican Massif (France)

Geoffrey Aertgeerts, Didier Lahondère, Antoine Triantafyllou, Jean-Pierre Lorand, Christophe Monnier, and Pascal Bouton

In this study, two types of natural asbestos-like actinolite occurrences were sampled in order to understand their tectonic and metamorphic signification. Studied rocks were collected within two Variscan ophiolitic formations (Tréogat and Pont de Barel Formations, South Armorican Massif, Western France), mainly composed of amphibolites, and which recorded amphibolite to greenschist facies metamorphism. In these localities, the natural asbestos-like actinolite occurrences are closely related with the development of tectonic structures such as extension veins, tension gashes, σ and δ-type boudins. Field and petrostructural studies together with optical microscope, SEM and electron-microprobe analyses (EPMA) allowed to link early steps of the retrograde deformation event, during which acicular hornblende crystallizes in extension veins showing fuzzy boundaries or in hosting rock, with the late step of the same deformation event, during which hornblende is downgraded into asbestos-like actinolite synchronous with felsic melt circulation and tectonic structures opening. Field and microtectonic observations point to a sinistral strike-slip shearing for Pont de Barel formation and to a sinistral transtensive shearing for the Tréogat formation, which is consistent with the late regional variscan exhumation of the South Armorican Terrane.  SEM observations show that asbestos-like actinolite originate from hornblende crystallographic plan fragmentation, starting first along the (110) plans and continue both along the (100) and (110) plans. EPMA analyses show that Na-Al-Si metasomatism is associated with this fragmentation. Temperature estimates of chlorite crystallization after hornblende are around 300°C for the Tréogat Formation and 200°C for the Pont de Barel Formation, suggesting that amphibole fragmentation can occur over a wide temperature range. Additionally, Principal Component Analysis was performed using crystallographic sites distribution. Results show a clear correlation between actinolite Si(T) and hornblende Al(T), Al(C) and Na(A) crystallographic sites, suggesting that asbestos-like actinolite after hornblende fragmentation is rather due to a decrease of pressure within the tectonic structures, as Al in amphibole is pressure-dependent. This decrease could be due to the fluid pressure, which is supra-lithostatic during tectonic structures opening.

How to cite: Aertgeerts, G., Lahondère, D., Triantafyllou, A., Lorand, J.-P., Monnier, C., and Bouton, P.: Asbestos-like actinolite crystallization during late regional variscan exhumation in the South Armorican Massif (France), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8001, https://doi.org/10.5194/egusphere-egu2020-8001, 2020.

NH9.1 – Global and continental scale risk assessment for natural hazards: methods, practice and open loss and risk assessment

EGU2020-1999 | Displays | NH9.1

Coordinated efforts in tsunami hazard and risk analyses in Europe and link to the Global Tsunami Model network initiative

Finn Løvholt, Jörn Behrens, Stefano Lorito, and Andrey Babeyko

The tsunami disasters of 2004 in the Indian Ocean and of 2011 along the Tohoku coast of Japan revealed severe gaps between the anticipated risk and consequences, with resulting loss of life and property. A similar observation is also relevant for the smaller, yet disastrous, tsunamis with unusual source characteristics such as the recent events in Palu Bay and Sunda Strait in 2018. The severe consequences were underestimated in part due to the lack of rigorous and accepted hazard analysis methods and large uncertainty in forecasting the tsunami sources. Population response to small recent tsunamis in the Mediterranean also revealed a lack of preparedness and awareness. While there is no absolute protection against large tsunamis, a more accurate analysis of the potential risk can help to minimize losses. The tsunami community has made significant progress in understanding tsunami hazard from seismic sources. However, this is only part of the inputs needed to effectively manage tsunami risk, which should be understood more holistically, including non-seismic sources, vulnerability in different dimensions and the overall societal effects, in addition to its interaction with other hazards and cascading effects. Moreover, higher standards need to be achieved to manage and quantify uncertainty, which govern our basis for tsunami risk decision making. Hence, a collective community effort is needed to effectively handle all these challenges across disciplines and trades, from researchers to stakeholders. To coordinate and streamline these activities and make progress towards implementing the Sendai Framework of Disaster Risk Reduction (SFDRR) the Global Tsunami Model network (GTM) was initiated in 2015 towards enhancing our understanding of tsunami hazard and risk from a local to global scale. Here, we focus on coordinated European efforts, sharing the same goals as GTM, towards improving standards and best practices for tsunami risk reduction. The networking initiative, AGITHAR (Accelerating Global science In Tsunami HAzard and Risk Analysis), is a European COST Action, aims to assess, benchmark, improve, and document methods to analyse tsunami hazard and risk, understand and communicate the uncertainty involved, and interact with stakeholders in order to understand the societal needs and thus contribute to their effort to minimize losses. In this presentation, we provide an overview of the suite of methodologies used for tsunami hazard and risk analysis, review state of the art in global tsunami hazard and risk analysis, dating back to results from the Global Risk Model in 2015, and highlight possible gaps and challenges. We further discuss how AGITHAR and GTM will address how to tackle these challenges, and finally, discuss how global and regional structures such as the European Plate Observing System (EPOS) and the UNDRR Global Risk Assessment Framework (GRAF) can facilitate and mutually benefit towards an integrated framework of services aiding improved understanding of multiple hazards.

How to cite: Løvholt, F., Behrens, J., Lorito, S., and Babeyko, A.: Coordinated efforts in tsunami hazard and risk analyses in Europe and link to the Global Tsunami Model network initiative, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1999, https://doi.org/10.5194/egusphere-egu2020-1999, 2020.

EGU2020-7748 | Displays | NH9.1

An analysis of the California earthquake insurance market since its early stages

Adrien Pothon, Philippe Guéguen, Sylvain Buisine, and Pierre-Yves Bard

Despite California being a highly seismic prone region, around 85% of people are not covered against this risk. This situation results from more than 100 years of evolution since the first earthquake insurance cover after the 1906 San Francisco earthquake. To understand this evolution, two analyses have been performed: the first one at the market level and the second one at the insured people level.

At the market level, as many variables as the premium amount, the risk monitoring, the funding sources of prevention plans, the insurance company’s solvency and the attractiveness of earthquake insurance solutions, have been investigated. By cross-analysing data collected and analysing the evolution with time, three different phases have been identified in the earthquake insurance market history.

At insured people level, a database is built from 18 different data sources about earthquake insurance, gathering data since 1921. Next, a new model is developed to assess the rate of homeowners insured against this risk, according to their risk awareness and the average annual insurance premium amount.

These two analyses are finally used to investigate in which extent the California earthquake insurance market could reach again 40% of people insured, like in 1993 and 1996. Even if results show that a widespread belief that a devastating earthquake is imminent could bring such a situation, only a new earthquake insurance model will allow to achieve this goal in a sustainable way. In that respect, the efficiency of two current initiatives to bring more people to get an earthquake insurance: "Earthquake Brace and Bolt" and "JumpStart Recovery", is assessed at the light of the analyses performed previously in this paper.

How to cite: Pothon, A., Guéguen, P., Buisine, S., and Bard, P.-Y.: An analysis of the California earthquake insurance market since its early stages, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7748, https://doi.org/10.5194/egusphere-egu2020-7748, 2020.

Combined, earthquakes, fires, floods, tornados and hurricanes are the most prominent natural disturbances in the United States that endanger human lives and result in substantial costs to society. Between 2006 and 2016, property and crop damage due to these hazards increased from ~5.4 to ~ 14.6 billion USD, with the record number of billion-dollar losses set in 2017. Unprecedented impacts and escalating costs highlight the imperative for better understanding of risk, which emerges from the coupling of disturbance probability and the exposure and adaptive capabilities of local communities. This study harmonizes earthquake, fire, flood, tornado and hurricanehazard data with fine-resolution annual settlement information to assess how risk due to changes in exposure has varied over the past 40 years across the contiguous U.S.Natural hazard risk assessments have been historically hindered by scale mismatches, poor characterization of property exposure and spatially-variable accuracy of the built environment. To overcome these limitations, we combined hazard occurrence data to create an integrated hazard map and employed gridded settlement layers from the Historical Settlement Data Compilation for the U.S. (HISDAC-US) derived from cadastral and housing data compiled in the Zillow Transaction and Assessment Dataset (ZTRAX) to map exposure. HISDAC-US describes the built environment of most of the country back to 1810 at fine temporal and spatial granularity. Trends in density of structures and built-up land were estimated for hazardous and non-hazardous areas (i.e., top and bottom 10% highest and lowest probabilities of a given hazard, respectively) as well temporal dynamics of risk at the subregional-, regional- and continental-scales.  Results suggest a monotonic increase in risk to all hazards as well as pronounced and rising spatial variability in exposure, pointing to long-standing institutional issues around equity and social justice. By assessing exposure at fine spatial resolution, with high temporal accuracy, and over long periods, we reliably identified populations at risk, and evaluated the development trajectories that lead to higher vulnerability to natural hazards.

How to cite: Iglesias, V. and Travis, W.: Escalating risk and pronounced inter-regional differences in exposure to natural hazards due to development patterns in the United States, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21287, https://doi.org/10.5194/egusphere-egu2020-21287, 2020.

EGU2020-211 | Displays | NH9.1

What plausible urban coastal futures may look like? Spatially explicit urbanization projections for 10 Mediterranean countries.

Claudia Wolff, Theodore Nikoletopoulos, Jochen Hinkel, and Athanasios Vafeidis

The urban extent in the Low Elevation Coastal Zone (LECZ) is increasing faster than in the surrounding regions, which will lead to increased exposure to climate change-related hazards. Societies’ risk to these hazards will, therefore, depend on the rate and pattern of urban expansion and in what ways decision-makers will drive future urban development. One opportunity to investigate how urban development influences potential future coastal flood risk is to combine impact assessments with spatiotemporal urban land cover analysis and spatially explicit future urban projection. In this study, we have developed spatially explicit urban extent scenarios for 10 countries in the Mediterranean. The urban extent scenarios are quantitatively and qualitatively consistent with the assumptions of the global Shared Socioeconomic Pathways (SSPs). We employ a machine learning approach, namely Artificial Neural Networks (Multi-Layer Perceptron - MLP), to develop an Urban Change Model. The MLP model employs simple inputs as proxies for processes that drive urban development on a regional scale and estimates the likelihood of urban transformation for every grid cell between 2000 and 2012. In a next step, we calculate, for each SSP, the future urban land demand in 5-year time steps until 2100 and classify the ANN model outputs accordingly. These projections are then employed for calculating future exposure to coastal flooding.

The urban change models are able to reproduce the observed patterns of urban development with an overall accuracy of approximately 99% in all countries. The future projections indicate that accounting for the spatial patterns of coastal development can lead to significant differences in exposure. The increase in urban extent in the extended LECZ (below 20m) until 2100 varies, for instance,  by 67% (2075km²) for Italy, 104% (2331km²) for France (Mediterranean coast only) and 86% (691km²) in Greece depending on the urban development scenario chosen. This highlights that accounting for urban development in long-term adaptation planning, e.g. in the form of land-use planning is a very effective measure for reducing future coastal flood risk on a regional scale.

How to cite: Wolff, C., Nikoletopoulos, T., Hinkel, J., and Vafeidis, A.: What plausible urban coastal futures may look like? Spatially explicit urbanization projections for 10 Mediterranean countries., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-211, https://doi.org/10.5194/egusphere-egu2020-211, 2020.

EGU2020-21955 | Displays | NH9.1

Object-based flood risk modelling of the European road network: physical damage and mobility disruptions

Ana Laura Costa, Elco Koks, Kees van Ginkel, Frederique de Groen, Lorenzo Alfieri, Francesco Dottori, Luc Feyen, and Thomas Bles

River flooding is among the most profound climate hazards in Europe and poses a threat to its road transport infrastructure. Traditional continental-scale flood risk studies do not accurately capture these disruptions because they are typically grid-based, whereas roads are relatively narrow line elements which are therefore omitted. Moreover, these grid-approaches disregard the network properties of roads, whereas the costs of reduced mobility could largely exceed the costs of the physical damage to the infrastructure.

We address these issues by proposing and applying an improved physical damage assessment coupled with the assessment of mobility disruption for a comprehensive risk assessment at a continental level.

In this study, we introduce an object-based, continental scale flood risk assessment of the European road network. We improve the estimates of direct, physical damage, by drawing road network data from OpenStreetMap, while making optimal use of the available metadata. We also introduce a set of road-specific flood damage functions, which are validated for an observed flood event in Germany. The results of this approach are compared to the traditional, grid-based approach to modelling road transport damage.

Next, we showcase how the object-based approach can be used to study potential mobility disruptions. In this study we present how the network data from OpenStreetMap and available metadata can be used to assess the flood impacts in terms of decreased connectivity, that is, increased distance, time and/or costs. The approach is flexible in physical scope, able to address national and continental resilience assessments and provide advice on tipping points of service performance. Furthermore, flexibility is also incorporated in terms of different resilience perspectives including decision-making by the asset owner or the national or trans-national supply chain disruption to a particular economic sector or company.

Finally, the risk assessment is discussed based on applications for the impacts of floods on European roads and the potential to extend to multi-hazard assessments (landslides, earthquakes, pluvial flooding) and other types of critical networks is discussed.  

 

This paper has received funding from the European Union’s Horizon 2020 research and innovation programme under grant agreement No 776479 for the project CO-designing the Assessment of Climate CHange costs. https://www.coacch.eu/

 

How to cite: Costa, A. L., Koks, E., van Ginkel, K., de Groen, F., Alfieri, L., Dottori, F., Feyen, L., and Bles, T.: Object-based flood risk modelling of the European road network: physical damage and mobility disruptions, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21955, https://doi.org/10.5194/egusphere-egu2020-21955, 2020.

EGU2020-2400 | Displays | NH9.1 | NH Division Outstanding ECS Lecture

Global Seismic Risk Assessment: the Wrong, the Right, and the Truth

Vitor Silva

The increase in the global population, climate change, growing urbanization and settlement in regions prone to natural hazards are some of the factors contributing to the increase in the economic and human losses due to disasters. Earthquakes represent on average approximately one-fifth of the annual losses, but in some years this proportion can be above 50% (e.g. 2010, 2011). This impact can affect the sustainable development of society, creation of jobs and availability of funds for poverty reduction. Furthermore, business disruption of large corporations can result in negative impacts at global scale. Earthquake risk information can be used to support decision-makers in the distribution of funds for effective risk mitigation. However, open and reliable probabilistic seismic risk models are only available for less than a dozen of countries, which dampers disaster risk management, in particular in the under-developed world. To mitigate this issue, the Global Earthquake Model Foundation and its partners have been supporting regional programmes and bilateral collaborations to develop an open global earthquake risk model. These efforts led to the development of a repository of probabilistic seismic hazard models, a global exposure dataset, and a comprehensive set of fragility and vulnerability functions for the most common building classes. These components were used to estimate relevant earthquake risk metrics, which are now publicly available to the community.

The development of the global seismic risk model also allowed the identification of several issues that affect the reliability and accuracy of existing risk models. These include the use of outdated exposure information, insufficient consideration of all sources of epistemic and aleatory uncertainty, lack of results regarding indirect human and economic losses, and inability to forecast detailed earthquake risk to the upcoming decades. These challenges may render the results from existing earthquake loss models inadequate for decision-making. It is thus urgent to re-evaluate the current practice in earthquake risk loss assessment, and explore new technologies, knowledge and data that might mitigate some of these issues. A recent resource that can support the improvement of exposure datasets and the forecasting of exposure and risk into the next decades is the Global Human Settlement Layer, a collection of datasets regarding the built-environment between 1974 and 2010. The consideration of this type of information and incorporation of large sources of uncertainty can now be supported by artificial intelligence technology, and in particular open-source machine learning platforms. Such tools are currently being explored to predict earthquake aftershocks, to estimate damage shortly after the occurrence of destructive events, and to perform complex calculations with billions of simulations. These are examples of recent resources that must be exploited for the benefit of improving existing risk models, and consequently enhance the likelihood that risk reduction measures will be efficient.

This study presents the current practice in global seismic risk assessment with all of its limitations, it discusses the areas where improvements are necessary, and presents possible directions for risk assessment in the upcoming years.

How to cite: Silva, V.: Global Seismic Risk Assessment: the Wrong, the Right, and the Truth, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2400, https://doi.org/10.5194/egusphere-egu2020-2400, 2020.

EGU2020-16040 | Displays | NH9.1

A statistical approach to estimate global heatwave risk

Jana Sillmann, Simone Russo, Sebastian Sippel, Brian O'Neill, Monika Barcikowska, Claudia Ghisetti, and Marek Smid

Following the conceptual risk framing of the IPCC that defines risk as a function of hazard, exposure and vulnerability, we estimate global heatwave risk by using a statistical approach that combines the distribution of indicators for heatwave magnitude, population exposure and human development. We fit a general extreme value distribution (GEV) to the maxima of the heatwave magnitude index in a block of 10-years to estimate extreme heatwave conditions with a 500yr return period under current climate (HW500yr). To consider the impact of changes in heatwaves in populated regions of the world, we use a set of global, spatially explicit population projections that are consistent with the new Shared Socioeconomic Pathways (SSPs). As a proxy for vulnerability we use the Human Development Index (HDI) based on the geometric average of three dimensions: health, education and standard of living. We derive an illustrative heatwave risk indicator (expressed in %) for each location (i.e. grid box) of the globe as the product of the probability of occurrence of HW500Y multiplied by normalized population density and 1-HDI values with all components of the product being normalized. Using this illustrative heatwave risk indicator on a global scale, we project heatwave risk for global warming of 1.5 and 2 °C, in accordance with the Paris agreement, for two future pathways of societal development representing low and high vulnerability conditions (SSP1 and SSP4, respectively). This method demonstrates how including a measure of vulnerability could produce a distribution of risk that is different from the distribution of hazard or exposure under different scenarios. Our results show that the heatwave risk for the low and very high development countries would be significantly reduced if global warming is stabilized below 1.5 °C, and in the presence of rapid social development. The latter is most important for low development countries for decreasing their vulnerability towards heatwaves or other hazards being amplified by climate change. The results illustrate how hazard-specific policies could be better informed by analyses that account for vulnerabilities to the respective hazard. However, we also discuss several caveats associated with using a normalized risk indicator on a global scale with implications for the interpretation of risk on a local scale, including the need for better indicators to describe vulnerability to specific or multiple hazards.

How to cite: Sillmann, J., Russo, S., Sippel, S., O'Neill, B., Barcikowska, M., Ghisetti, C., and Smid, M.: A statistical approach to estimate global heatwave risk, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-16040, https://doi.org/10.5194/egusphere-egu2020-16040, 2020.

EGU2020-19606 | Displays | NH9.1

Ignoring spatial dependence misestimates flood risk at the European scale

Viet Dung Nguyen, Ayse Duha Metin, Lorenzo Alfieri, Sergiy Vorogushyn, and Bruno Merz

Flooding is a major problem worldwide causing many fatalities and economic losses. The quantification of flood risk can be difficult for large spatial scales due to its spatial variability. The traditional risk assessment approaches assuming unrealistic spatial homogeneity of flood return period for the entire catchment are often used and hence in many cases lead to misleading results especially for large-scale applications. In this study, we aim at investigating the influences of spatial dependence in flood risk estimation over national and continental scales by comparing the assessments under three spatial dependence assumptions: modelled dependence (MD), complete dependence (CD) and complete independence (CI) of flow return periods. In order to achieve the aim, we develop a copula-based model representing the dependence structure of annual maximum stream flow (AMS) at 507 stations (with basin area > 500km2) across Europe and use it to generate long-term (10000 years) spatially coherent AMS at these locations. The generated series at multiple sites are then used for estimating associated flood loss considering two levels (with and without) of flood protection. The flood risk is estimated and aggregated for the representative 3 regions (England, Germany and Europe) and for the three dependence assumptions considering also the role of tail dependence of the used copulas. The results highlight that ignoring spatial dependence misestimates flood risk. The deviation from the modelled risk (under-/over-estimation) depends differently on the assumptions of spatial dependence, tail dependence, flood protection level and spatial scales. For example, under CD assumption for 200-year return period and considering flood protection, approximately 2.5-, 3- and 3.5-fold overestimation of flood risk in England, Germany and Europe, respectively, is found.

How to cite: Nguyen, V. D., Metin, A. D., Alfieri, L., Vorogushyn, S., and Merz, B.: Ignoring spatial dependence misestimates flood risk at the European scale, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19606, https://doi.org/10.5194/egusphere-egu2020-19606, 2020.

EGU2020-20048 | Displays | NH9.1

Text Mining of Loss Data

Jacopo Margutti and Marc van den Homberg

Structured datasets of loss data, i.e. data on the impact of past natural disasters, are of paramount importance for informing disaster preparedness programs and forecasting the impact of future disasters. Most of existing initiatives aim at manually building such datasets from information of goverments, humanitarian agencies and researchers. Unfortunately, the quality and completeness of such information is often insufficient, especially for small disasters and/or in areas where these organisations are not active. More often, it's local and national newspapers that report on small disasters. In this contribution, we present a series of algorithms to automatically extract structured loss data from online newspapers, even small ones that are not captured by common news aggregator (e.g. Google News). The algorithms are validated both in terms of accuracy of extraction and consistency with existing datasets; we argue that they provide a valuable tool to collect loss data in data-poor regions.

How to cite: Margutti, J. and van den Homberg, M.: Text Mining of Loss Data, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20048, https://doi.org/10.5194/egusphere-egu2020-20048, 2020.

EGU2020-20590 | Displays | NH9.1

An approach to organize loss data related to geo-hydrological hazards

Paola Salvati, Ivan Marchesini, Carmela Vennari, Marco Donnini, Cinzia Bianchi, Alessandro Sarretta, and Domenico Casarano

Most commonly, geo-hydrological hazards (i.e., landslide, flood, sinkhole) occur in response to a single trigger like an intense rainfall event, a prolonged rainfall period, a rapid snowmelt event, an earthquake. Multiple damaging processes (phenomena) occurring in response to a single trigger can cause a cumulative socio-economic impact, which is often difficult to quantify and to attribute to each single damaging processes (landslide, or a group of landslides, or a single inundation). As a consequence, after a geo-hydrological disaster occurs, media, insurance companies and international institutions publish numerous assessments of the cost of the disaster based on different methodologies and approaches, often reaching different results. At European level, EC Directives related to natural hazards prove standards for the collection of data focusing their attention mainly on codifying the processes, their attributes and their spatial extent, leaving out the important issue of rigorously classifying the damaged elements and the loss data. Lack of standards contributes negatively to the paucity of damage information and cost data, fundamental for the successive ex-post analysis aimed at quantitatively risk evaluation. In Italy, despite the frequency of the significant socio-economic impacts due to geo-hydrological hazards, few attempts have been made to estimate the economic cost of geo-hydrological hazards. These loss estimations are mainly based on cost components of the public budget for post-event restorations and reimbursements, hampering the possibility to distinguish between the private and public sector losses. The loss estimates do not distinguish the costs (i) by type of processes (landslides, flash floods, floods and other damaging events) responsible for the damage, and (ii) by expenditure items (restoration actions or mitigation activities). LAND-deFeND, a recently developed database structure, represents an effort to manage all the issues that can arise when storing, organizing and analysing information on losses related to geo-hydrological hazards with different levels of accuracy and at different geographical scales, from the national to the local scale.

How to cite: Salvati, P., Marchesini, I., Vennari, C., Donnini, M., Bianchi, C., Sarretta, A., and Casarano, D.: An approach to organize loss data related to geo-hydrological hazards, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20590, https://doi.org/10.5194/egusphere-egu2020-20590, 2020.

EGU2020-2429 | Displays | NH9.1

Modelling of the earthquake socio-economic and legal consequences at the urban scale

Cyrielle Dollet and Philippe Guéguen

In moderate-to-low seismic hazard regions, estimating the socio-economic consequences of an earthquake on the urban scale is a costly and difficult task. This study analyses existing global earthquake databases to build a loss flat file of 445 earthquakes since 1967 with a magnitude greater than 4.5. The flat file includes information on the social consequences (fatalities, etc.) and economic losses (direct and indirect costs, number of buildings destroyed or damaged, etc.) of each earthquake. In this study, exposed population and GDP at the date of the earthquake complete the flat file information, estimated in relation to the ground motion footprint provided by USGS ShakeMap. TThe completeness of our catalog of social and economic losses is tested thanks to the creation of a synthetic database of losses of the 22 856 earthquakes between 1967 and 2015 affecting at least one country from the ISC-gem database. From these data, we propose a more realistic loss models. Then, occurrence models of human and direct economic losses relative to the exposed population and GDP per capita are derived showing that, although the number of casualties and the absolute magnitude of losses increase as a consequence of urban concentration, global losses relative to exposure decrease. Finally, the projection of future losses is discussed.

How to cite: Dollet, C. and Guéguen, P.: Modelling of the earthquake socio-economic and legal consequences at the urban scale, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2429, https://doi.org/10.5194/egusphere-egu2020-2429, 2020.

EGU2020-10797 | Displays | NH9.1

GHIRAF: closing the gap between global models and locally-actionable information

Robert McCall, Ferdinand Diermanse, Daniel Twigt, Ellen Quataert, and Floortje Roelvink

The impact of extreme weather events on coastal areas around the world is set to increase in the future, both through sea level rise, climate change (increasing storm intensity, rainfall and droughts) and continued development and investment in hazard-prone deltaic and coastal environments. Given the changing natural and socio-economic environment, accurate predictions of current and future risk are becoming increasingly important world-wide to mitigate risks. Recent advances in computational power (e.g., cloud-computing) and data availability (e.g., growth of satellite-derived products) are enabling, for the first time, the development of global scale flood risk models for application in areas where local models are less well developed or prohibitively expensive, or for applications where a synoptic global coverage is important. Despite the increasing granularity of these global models and datasets however, they often still lack the resolution and accuracy to be “locally relevant”, especially where inundation and impact assessments are considered. While a solution to this problem is to downscale global models and datasets to the local scale, setting up local models is hampered by inconsistency between underlying datasets, and the required manual effort to generate downscaled integrated risk models inhibits their global application. To address these issues, we are developing a generalized risk assessment framework, called GHIRAF (Globally-applicable High-resolution Integrated Risk Assessment Framework), which couples data and models to quickly provide locally-actionable information on impact of historic, current- and future world-wide extreme weather events (e.g., storms, extreme rainfall, drought). The framework is designed to support world-wide efforts to reduce and mitigate risks associated with extreme weather events by aiding prevention (scenario-testing, design) and preparation (Early Warning) for extreme events, as well as support response (targeted relief efforts) and recovery (build-back-better) efforts. In this work we discuss application of the framework to study hurricane impacts on the eastern coast of the USA, as well as in data-poor, small island state environments.

How to cite: McCall, R., Diermanse, F., Twigt, D., Quataert, E., and Roelvink, F.: GHIRAF: closing the gap between global models and locally-actionable information, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10797, https://doi.org/10.5194/egusphere-egu2020-10797, 2020.

EGU2020-5121 | Displays | NH9.1 | Highlight

Towards global stochastic flood modelling

Oliver Wing, Niall Quinn, Paul Bates, Jeff Neal, Chris Sampson, and Andy Smith

Hydraulic modelling at large spatial scales is a field of enquiry approaching a state of maturity, with the flood maps produced beginning to inform wide-area planning decisions, insurance pricing and emergency response. These maps, however, are typically ‘static’; that is, are a spatially homogeneous representation of a given probability flood. Actual floods vary in their extremity across space: if a given location is extreme, you may expect proximal locations to be similarly extreme and distal locations to be decreasingly extreme. Methods to account for this stochastically can, broadly speaking, be split into: (i) continuous simulation via a meteorological-hydrological-hydraulic model cascade and (ii) fitting statistical dependence models to samples of river gauges, generating a synthetic event set of streamflows and simulating the hydraulics from these. The former has the benefit of total spatial coverage, but the drawbacks of high computational cost and the low skill of large-scale hydrological models in simulating absolute river discharge. The latter enables higher-fidelity hydraulics in simulating the extremes only and with more accurately defined boundary conditions, yet it is only possible to execute (ii) in gauge-rich regions – excluding most of the planet.

In this work, we demonstrate that a hybrid approach of (i) & (ii) offers a promising path forward for stochastic flood modelling in gauge-poor areas. Inputting simulated streamflows from large-scale hydrological models to a conditional exceedance model which characterises the spatial dependence of discharge extremes produces a very different set of plausible flood events than when observed flows are used as boundary conditions. Yet, if the relative exceedance probability of simulated flows – internal to the hydrological model – are used in place of their absolute values (i.e. a return period instead of a value in m3s-1), the observation- and model-based dependence models produce similar events in terms of the spatial distribution of return periods. In the context of flood losses, when using Fathom-US CAT (a state-of-the-art large-scale stochastic flood loss model), the risk of an example portfolio is indistinguishable between the gauge- and model-driven framework given the uncertainty in vulnerability alone. This is providing the model-based event return period is matched up with a hydraulic model of the same return period, yet where the latter is characterised via a gauge-based approach.

How to cite: Wing, O., Quinn, N., Bates, P., Neal, J., Sampson, C., and Smith, A.: Towards global stochastic flood modelling, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5121, https://doi.org/10.5194/egusphere-egu2020-5121, 2020.

EGU2020-1333 | Displays | NH9.1

Pluvial flood catastrophe modelling: a trans-disciplinary approach.

Konstantinos Karagiorgos, Daniel Knos, Jan Haas, Sven Halldin, Barbara Blumenthal, Andreas Pettersson, and Lars Nyberg

Pluvial floods are one of the most significant natural hazards in Europe causing severe damage to urban areas. Following the projected increase in extreme precipitation and the ongoing urbanization, these events play an important role in the ongoing flood risk management discussion and provoke serious risk to the public as well as to the insurance sector. However, this type of flood, remains a poorly documented phenomenon. To address this gap, Swedish Pluvial Modelling Analysis and Safety Handling (SPLASH) project aims to develop new methods and types of data that improve the possibility to value flood risk in Swedish municipalities by collaboration between different disciplines.

SPLASH project allows to investigating the impact of heavy precipitation along the entire risk modelling chain, ultimate needed for effective prevention. This study presents a pluvial flood catastrophe modelling framework to identify and assess hazard, exposure and vulnerability in urban context. An integrated approach is adopted by incorporating ‘rainfall-damage’ patterns, flood inundation modelling, vulnerability tools and risk management. The project is developed in the ‘OASIS Loss Modelling Framework’ platform, jointly with end-users from the public sector and the insurance industry.

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 rescue services, to reduce long-term disaster risk in Sweden.

How to cite: Karagiorgos, K., Knos, D., Haas, J., Halldin, S., Blumenthal, B., Pettersson, A., and Nyberg, L.: Pluvial flood catastrophe modelling: a trans-disciplinary approach. , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1333, https://doi.org/10.5194/egusphere-egu2020-1333, 2020.

EGU2020-5611 | Displays | NH9.1

Global calibration of regional tropical cyclone impact functions

Samuel Eberenz, Samuel Lüthi, and David N. Bresch

Spatially explicit weather and climate risk assessments utilize impact functions (IFs) to translate hazard intensity into economic impact. However, global scale risk assessments are often lacking regionally calibrated IFs. In the case of tropical cyclones (TCs), IFs calibrated for the US have thus so far been applied for assessments of direct economic risk in other parts of the world. For example, in industrialized East Asian countries, where many TCs make landfall, these IFs lead to modelled damages orders of magnitude larger than reported. To improve the global representation of TC vulnerability, we calibrate regional IFs in a risk modelling framework with TC hazard intensity represented by high resolution maximum sustained wind speed. The calibration is based on track data and reported economic damages for 424 TCs making landfall on 62 countries worldwide, accounting for 76% of normalized reported damages from 1980 to 2017.

With our calibration we identify idealized IFs for eight world regions. These eight idealized IFs are based on two complementary optimization functions, one focusing on the deviation per event and the other on total damage per region. The IFs from the two approaches agree well for North America but deviate for other world regions. This reflects large uncertainties in model setup and input data. Sources of these uncertainties can be (i) ocean basin specific TC characteristics, (ii) the simplified representation of TC hazard intensity by wind speed alone, (iii) the assumed inventory of asset exposure per country, (iv) adaptation and development of the built environment over time, and (v) large uncertainties and biases in the reported damage data. In addition to the optimization, we computed best fitting IF steepness for each single TC event. Best fitting IF steepness shows a wide spread within each region, illustrating the model setup’s limitations when it comes to simulating the precise impact of single events. The spread in IF steepness can thus be used to inform probabilistic TC impact modelling beyond the use of a single deterministic IF, implicitly accounting for the uncertainties in model and input data.

Despite their limitations, the regionally calibrated IFs represent an improvement compared to globally applying IFs calibrated for the US, allowing for global scale TC risk assessments. The entire model setup is based on open data and made publicly available as part of TC module of the free, open-source natural catastrophe impact modelling project CLIMADA (https://github.com/CLIMADA-project/climada_python).

Future research should focus on a more adequate representation of TC hazard as a combination of wind, storm surge and torrential rain. In order to render this successful, it would be greatly beneficial for future reporting to contain information about this split, too. In addition, research on the reasons behind the large inter-regional differences in calibrated IF steepness would further improve our understanding on global TC vulnerabilities.

How to cite: Eberenz, S., Lüthi, S., and Bresch, D. N.: Global calibration of regional tropical cyclone impact functions, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5611, https://doi.org/10.5194/egusphere-egu2020-5611, 2020.

EGU2020-5732 | Displays | NH9.1

Patterns in US flood vulnerability revealed from flood insurance "big data"

Oliver Wing, Nicholas Pinter, Paul Bates, and Carolyn Kousky

Vulnerability functions are applied in flood risk models to calculate the losses incurred when a flood interacts with the built environment. Typically, these take the form of relative depth–damage relationships: flood depths at the location of a particular asset translate to a damage expressed as a certain percentage of its value. Vulnerability functions are a core component of risk and insurance industry catastrophe (CAT) models, permitting physical models of flood inundation under different scenarios (e.g. certain probabilities) to be translated to more tangible and useful estimates of loss. Much attention is devoted to the physical hazard component of flood risk models, but the final vulnerability component has historically received less attention — despite quantifications of risk being highly sensitive to these uncertain depth–damage functions. For the case of US flood risk models, ‘off-the-shelf’ functions from the US Army Corps of Engineers (USACE) are commonly used. In an analysis of roughly 2 million flood claims under the US National Flood Insurance Programme (NFIP), we find these ubiquitous USACE functions are not reflective of real damages at specified flood depths experienced by policy holders of the NFIP. Particularly for smaller flood depths (<1m), the majority of structural damages are of <10% of the building value compared to the 30–50% stipulated by the USACE functions. A deterministic relationship between depth and damage is shown to be invalid, with the claims data indicating damages at a certain depth form a beta distribution. Most reported damages are either <10% or >90% of building values, with the proportion of >90% damages increasing with water depth. The NFIP data also reveal that newer buildings tend to be more resilient (lower damages for a given depth), surface water flooding to be more damaging than fluvial flooding for a given depth, vulnerability to vary dramatically across space, and even the concept of a relative damage to be untenable in its application to expensive properties (e.g. even for depths >1m, properties worth >$250k rarely experience losses >20% of their value). The findings of this study have significant implications for developers of flood risk models, suggesting current estimates of US flood risk (in $ terms) may be substantial over-estimates.

How to cite: Wing, O., Pinter, N., Bates, P., and Kousky, C.: Patterns in US flood vulnerability revealed from flood insurance "big data", EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5732, https://doi.org/10.5194/egusphere-egu2020-5732, 2020.

EGU2020-6996 | Displays | NH9.1

Globally estimated precipitation extremes

Gaby Gründemann, Ruud van der Ent, Hylke Beck, Marc Schleiss, Enrico Zorzetto, and Nick van de Giesen

Understanding the magnitude and frequency of extreme precipitation events is a core component of translating climate observations to planning and engineering design. This research aims to capture extreme precipitation return levels at the global scale. A benchmark of the current climate is created using the global Multi-Source Weighted-Ensemble Precipitation (MSWEP-V2, coverage 1979-2017 at 0.1 arc degree resolution) data, by using both classical and novel extreme value distributions. Traditional extreme value distributions, such as the Generalized Extreme Value (GEV) distribution use annual maxima to estimate precipitation extremes, whereas the novel Metastatistical Extreme Value (MEV) distribution also includes the ordinary precipitation events. Due to this inclusion the MEV is less sensitive to local extremes and thus provides a more reliable and smoothened spatial pattern. The global scale application of methods allows analysis of the complete spatial patterns of the extremes. The generated database of precipitation extremes for high return periods is particularly relevant in otherwise data-sparse regions to provide a benchmark for local engineers and planners.

How to cite: Gründemann, G., van der Ent, R., Beck, H., Schleiss, M., Zorzetto, E., and van de Giesen, N.: Globally estimated precipitation extremes, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6996, https://doi.org/10.5194/egusphere-egu2020-6996, 2020.

EGU General Assembly 2020 – abstract

 

The use of Environmental Science for decision making in Insurance

 

Krescencja Podgorska (Glapiak)[1], Dr John K. Hillier[2], Dr Andreas Tsanakas[3], Dr Melanie King[4], Dr Boyka Simeonova[5], Prof Alistair Milne[6]

There is considerable global interest in evidence-based decision making. An example of this is the use of geoscience within (re)insurance for natural hazards (e.g. geophysical, meteorological). These cause economic losses averaging 120 billion USD per year.  Modelling the risk of natural perils plays a vital part in the global (re)insurance sector decision-making. Thus, a 'model' comprising of a decision-making agenda/practices or software tools to form a 'view of risk' is a vital part of the (re)insurance sector’s decision-making strategy. Hence, the (re)insurance sector is of particular interest to environmental scientists seeking to engage with business, and it is relevant to ‘Operational Research’ studies as an example of a sophisticated user of complex models. Much is not understood about how such models shape organisational decision-making behaviour and their performance. Furthermore, the drivers for knowledge flow are distinct for each organization’s business model. Therefore, it is crucial to understand how environmental science propagates into key decision-making in the (re)insurance sector. Specifically, the relative strength of the various routes by which science flows into decision-making processes are not yet explicitly recorded. This study determines how geoscience is used in decision-making in (re)insurance (i.e. to form a ‘view of risk’), with the practical aim of providing evidence that academic geoscientists can use when commencing or developing their collaboration with this sector. Data include the views from 28 insurance practitioners collected at a dedicated session in the Oasis LMF conference 2018, a desk-based study of the scientific background of ‘C’-level decision makers, and insights gained through co-writing a briefing note of the observations  with  industry co-authors and a representative of the UK funding body UKRI. We show that catastrophe models are a significant and dominant means of scientific input into decision-making in organizations holding (re)insurance risk but that larger organisations often augment this with in-house teams that include PhD-level scientists.  Also, the strongest route that exists for academic scientists to directly input is via the ‘Model Adjustment’ function and technical specialists there (e.g. Catastrophe Risk Manager’), but a disconnect is observed in that key decisions are seen as being taken in the ‘Underwriting & Pricing’ function or by senior management which require a further step to propagate the environmental science internally.

 


[1] Doctoral Researcher, Geography and Environment, School of Social Sciences, Loughborough University

[2] Senior Lecturer in Physical Geography, Geography and Environment, School of Social Sciences, Loughborough University

[3] Reader in Actuarial Science, Cass Business School, Faculty of Actuarial Science and Insurance, CASS Business School, City, University of London

[4] Lecturer in Systems Engineering, School of Mechanical, Electrical and Manufacturing Engineering, Loughborough University

[5] Lecturer in Information Management, Deputy Director, Centre for Information Management Leader, KDE-RIG, Information Management at the School of Business and Economics, Loughborough University

[6] Professor of Financial Economics, School of Business and Economics, Loughborough University

How to cite: Glapiak, K.: The use of Environmental Science for decision making in Insurance , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7301, https://doi.org/10.5194/egusphere-egu2020-7301, 2020.

EGU2020-7460 | Displays | NH9.1

Exploring Inter-Basin Correlations of Tropical Cyclones and Tropical Cyclone Losses

John Hillier, James Done, and Hamish Steptoe

Tropical cyclones (TCs) are one of the most costly natural hazards on Earth, and there is a desire to mitigate this risk. It is securely established that TC activity relates to ENSO in all oceanic basins (e.g. N. Atlantic). However, when a recent multi-basin review of correlation coefficients to ENSO was applied to a financial model of losses related to TCs, there appeared to be no significant inter-relationship between the losses between regions (e.g. US, China). It is therefore of interest to examine the chain of environmental and anthropogenic processes from TC genesis to financial loss to examine how correlations degrade. A number of hypotheses are statistically investigated, primarily using Spearman's coefficient and ranks to decouple dependency structures from the marginal distributions, but also Poisson regression.

How to cite: Hillier, J., Done, J., and Steptoe, H.: Exploring Inter-Basin Correlations of Tropical Cyclones and Tropical Cyclone Losses, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7460, https://doi.org/10.5194/egusphere-egu2020-7460, 2020.

In January 2019, with the support of the project partners, Geological Survey of Finland launched a co-operation project “HazArctic – Geo-Bio Hazards in the Arctic Region”. It approaches both natural and man-made environmental hazards and risks in the Arctic and Subarctic areas, in Northern parts of Scandinavia and Russia.

Project studies, among others, the areal extension of harmful acid sulfate soils (ASS) and the role of microbes in the geo-bio interaction in possible hazardous environments. In addition, studies related to the mine environments, the stability of closed and open mines and mine tailings reuse, will be carried out. Project will also focus on training as well as analyzing and sharing of the best practices. Results will give a good background knowledge for participant organizations, local stakeholders and actors, authorities and public. Lessons learnt will guide actions in the future, for example farming in areas of ASS and in safety issues of the active and closed mines. Results will be available in public and can be adapted for use everywhere with similar conditions in natural or man-made environments.

The first year of the project produced new data about the areal extension of ASS in Finland, Sweden and Norway. Also the studies related to the geomicrobiology were started as well as the studies of the safety of the active open pit in Russia. Co-operation between project partners also created new networks in the field of research of the natural hazards. In 2020, started actions will continue and some new ones will start, for example the training related to the mine environments.

“HazArctic” is a co-operation project between Geological Surveys from Finland, Sweden and Norway, Natural Resources Institute Finland as well as Geological Institute and Mining Institute from the Federal Research Centre “Kola Science Centre of the Russian Academy of Sciences”. It is funded by Kolarctic CBC 2014-2020 program, EU, Russia, Norway, Sweden and Finland with the contribution from the project partners. Total budget is approx. 1.29 M€ and implementation period is 2019-2021.

How to cite: Kupila, J.: Cross-border co-operation as a baseline for management of natural and man-made hazards, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7899, https://doi.org/10.5194/egusphere-egu2020-7899, 2020.

EGU2020-8243 | Displays | NH9.1

Global flood hazard map and exposed GDP inter-comparison for China

Philip Ward, Jerom Aerts, Steffi Uhlemann-Elmer, and Dirk Eilander

In this contribution we carried out a comprehensive comparison of flood hazard maps of 8 global flood models for the country of China based on a collective effort of the flood modelling community to participate in this study. In doing so, we assessed how differences in the simulated flood extent between the models lead to differences in simulated exposed GDP and expected annual exposed GDP. This is carried out by addressing the variation in different model structures and the variability between flood hazard maps. Our comparison uses both publicly available GFMs (GLOFRIS, ECMWF, CAMA-UT, JRC, and CIMA-UNEP) as well as industry models (Fathom, KatRisk, and JBA Risk Management) that are applied within the wider re-insurance industry. We expand upon the existing work of global flood model inter-comparison studies (e.g. Trigg et al., 2016; Bernhoffen et al., 2018) by including industry models, the pluvial flood component, and the effects of standards of protection on the flood hazard and exposure.

China is selected as our case study area because it poses many challenges to flood modelling: data scarcity; a variety of flood mechanisms spanning many climatic zones; complex topography; strong anthropogenic influence on the flood regimes, for example through river training; and a very high concentration of exposure. Moreover, China is prone to severe flood events. For example, in June 2016 alone more than 60 million people were affected by floods, resulting in an estimated damage of $22 bn (CRED 2016).

This abstract is an adaptation of “Global flood hazard map and exposed GDP comparison: a China case study” (Aerts et al., under review) and parts of this work have been presented at EGU 2019.

How to cite: Ward, P., Aerts, J., Uhlemann-Elmer, S., and Eilander, D.: Global flood hazard map and exposed GDP inter-comparison for China, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8243, https://doi.org/10.5194/egusphere-egu2020-8243, 2020.

EGU2020-9812 | Displays | NH9.1

Disentangling drivers of historical river flood losses

Inga Sauer, Ronja Reese, Christian Otto, Sven Willner, Katja Frieler, David Bresch, and Tobias Geiger

Recent studies of past changes in precipitation patterns suggest regionally varying but clearly detectable trends of global warming on physical flood indicators such as river discharge. Whether these trends are also visible in economic flood losses, has not yet been clearly answered, as changes in trends of damage records may be induced by either climatic or socio-economic drivers. In general, the socioeconomic impact of an extreme weather event is composed of three components: The hazard, the exposure of socioeconomic values to the event, and the vulnerabilities of the values, i.e., their propensity or predisposition to be adversely affected. In this work, we separate the historically observed trends in economic losses from river floods into the three contributions. We then quantify the effect of each driver on the overall change in economic losses from river floods between 1980 - 2010 for different world regions. In particular, this allows us to determine in which regions anthropogenic warming has already contributed to the observed trends in damages. We use flood depth as biophysical hazard indicator calculated by combining discharge simulations from 12 global hydrological models of the Inter-Sectoral Impact Model Intercomparison Project (ISIMIP) model ensemble with the river-routing and flood inundation model CaMa-Flood. The hydrological models are driven by observed weather data and our simulations account for present-day protection standards from the FLOPROS database. Asset losses are estimated by combining gridded asset data with state-of-the-art flood damage functions translating flood depth to the fraction of affected assets employing the open-source socioeconomic impact modelling framework CLIMADA. Trends in modeled historical flood damages are then compared to observational damages by Munich Re’s NATCATService database in order to explain residual differences in trends by the three types of drivers. 

We first show that the method permits to reproduce the year-to-year variability observed damages on the regional level. We identify changes in exposure as the main driver of rising damage trends, but also observe significant - rising as well as declining - trends in flood hazards in several regions. Thus, effects of anthropogenic climate change that have already shown to unfold in discharge patterns, partly manifest already in economic damages, too. Residual trends in observed losses, that cannot be explained by changes in the hazard and the exposure alone, are caused by changes in vulnerability that can be well explained with trends in GDP per capita.  Mostly, rising regional income results in declining vulnerability to river floods, in particular in less developed world regions. However, we also find indications of maladaptation, i.e., in some regions, vulnerability increases with GDP per capita.

How to cite: Sauer, I., Reese, R., Otto, C., Willner, S., Frieler, K., Bresch, D., and Geiger, T.: Disentangling drivers of historical river flood losses, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9812, https://doi.org/10.5194/egusphere-egu2020-9812, 2020.

Over-consumption groundwater use is one of the major drivers in the hydrology of many major cities in the world, particularly in delta regions. However, a global assessment to identify cities with declining groundwater table problems has not been done yet. In this study we used the global hydrological model PCR-GLOBWB (10 km resolution) to do so. Using this model, we calculated groundwater recharge and river discharge/surface water levels, as well as groundwater abstraction. The output of PCR-GLOBWB model was then used to force a groundwater MODFLOW-based model simulating spatio-temporal groundwater head dynamics, including groundwater head declines in all major cities - mainly in delta regions - due to escalation in abstraction of groundwater to meet increasing water demand. Using this approach, we managed to identify a number of critical cities having groundwater table falling rates above 25 cm/year - average in the period 2000-2010 - such as Jakarta, Barcelona, Houston, Los Angeles, Mexico City, Rome and many large cities in China, Libya, India and Pakistan, as well as in the Middle East and Central Asia regions. However, our results overestimate head declines in Tokyo and some other places where groundwater depletion has been aggressively managed (e.g. groundwater abstraction has been minimized and replaced by importing surface water from other places). 

Currently, we are expanding this modeling simulation for the future period (i.e. until 2100), considering different climate scenarios (RCPs: 4.5 and 8.5) and socio-economic conditions (SSPs: 2 and 5). Our simulation results show that new and more cities with falling groundwater head problems would occur in the future, not only due to climate change (i.e. in areas that become dryer), but also due to increasing population, as well as expansion of existing urban areas and development of new urban areas.

How to cite: Sutanudjaja, E.: Modeling falling groundwater head declines in major cities of the world: current situation and future projection, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12270, https://doi.org/10.5194/egusphere-egu2020-12270, 2020.

EGU2020-13135 | Displays | NH9.1

CATnews - Rapid Impact Modelling of Earthquakes for Social Media in the 2020s

Andreas Schaefer, James Daniell, and Jens Skapski

The public attention to natural disasters increased significantly over the last couple of years. To some extend this can be linked to an increased activity of social media networking both from a scientific, but also informal perspective. For several years, CATnews provides impact metrics for earthquakes and other disasters on social media.

The Rapid Impact Modelling framework used by CATnews uses small-scale high-performance computation methods to quickly provide impact results. Such impacts are measured using the modified Mercalli intensity in case of earthquakes and by quantifying the amount of exposed population for each intensity level. For tsunamis or cyclones, quantitative scales like peak coastal wave heights and wind speeds are used. The resulting impact maps for earthquakes are usually hand calibrated using felt reports and testimonies from the affected locations combining-in with social media crowdsourcing and information from the official agencies. In addition, smart algorithms support the calibration to increase their overall accuracy. The rapid impact maps and metrics have been frequently cited by the media and used also for rapid loss estimation and overall disaster analysis.

Starting from a hobby project, CATnews became a well-received and frequently shared platform for natural disaster information, especially earthquakes, on social media. With more extensions to the platform on the way, it is hoped to become a primary source of information for public science on natural disasters.

In 2020, this will extend to being combined with CATDAT and the Earthquake Impact Database to develop a definitive socioeconomic loss database for earthquakes with a felt intensity archive (as well as tsunami archive) for the current year, and past years.

How to cite: Schaefer, A., Daniell, J., and Skapski, J.: CATnews - Rapid Impact Modelling of Earthquakes for Social Media in the 2020s, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13135, https://doi.org/10.5194/egusphere-egu2020-13135, 2020.

EGU2020-17831 | Displays | NH9.1

The effect of surge on riverine flood hazard and impact in deltas globally

Dirk Eilander, Anaïs Couasnon, Hiroaki Ikeuchi, Sanne Muis, Dai Yamazaki, Hessel Winsemius, and Philip Ward

Current global riverine flood risk studies assume a constant mean sea level boundary. In reality, high sea levels can propagate up a river leading to elevated water levels, and/or the drainage of high river discharge can be impeded by elevated sea levels. Riverine flood risk in deltas might therefore be underestimated if dynamic sea levels are ignored. This contribution presents the first global scale assessment of drivers of riverine flooding in deltas and underlines the importance of including dynamic downstream sea level boundaries in global riverine flood risk studies.

The assessment is based on extreme water levels at 3433 river mouth locations as modeled by the state-of-the-art global river routing model CaMa-Flood, forced with a multi-model runoff ensemble from the EartH2Observe project and bounded by dynamic sea level conditions from the global tide and surge model GTSM. Using this framework, we classified the drivers of riverine flooding at each location into four classes: surge dominant, discharge dominant, compound or insignificant. The classification is based on rank correlations between annual maximum riverine water levels and surge levels, and annual maximum riverine water levels and discharge. We developed a model experiment to quantify the effect of surge on flood levels and impacts.

We find that drivers of riverine flooding are compound at 19.7 % of the locations analyzed, discharge dominant at 69.2 % and surge dominant at 7.8 %. Compared to locations with either surge or discharge dominant flood drivers, locations with compound flood drivers generally have larger surge extremes, are located in basins with faster discharge response and/or flat topography. Globally, surge exacerbates 1-in-10 years flood levels at 64.0 % of the locations analyzed, with a mean increase of 13.5 cm. While this increase is the largest at locations with compound or surge dominant flood drivers, surge also affects flood levels at locations with discharge dominant flood drivers. A small decrease in 1-in-10 years flood levels is observed at 12.2 % of locations analyzed due to negative seasonal component of surge associated with dominant seasonal gyre circulations. Finally, we show that if surge is ignored, flood depths are underestimated for 38.2 million out of a total of 332.0 million (11.6 %) expected annual mean people exposed to riverine flooding.

How to cite: Eilander, D., Couasnon, A., Ikeuchi, H., Muis, S., Yamazaki, D., Winsemius, H., and Ward, P.: The effect of surge on riverine flood hazard and impact in deltas globally, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-17831, https://doi.org/10.5194/egusphere-egu2020-17831, 2020.

Global coastal impact and adaptation analysis in the context of climate change induced sea-level rise needs precise and standardized datasets. Here, such datasets and their construction are presented. Starting from a high-resolution global digital elevation model, the coastline is extracted with taking into account river mouths and lagoons taken from a global surface water dataset. The global low-elevation coastal zone (LECZ) is derived by determining all grid cells hydrological connected to the coastline. Recent surge-data is combined with sea-level rise scenarios to partition the global LECZ into local floodplains. Latest socio-economic and land-use data is used to partition and classify these local floodplains. As local impacts and adaptation responses are not spatially uniform, but depend on a range of conditions including: i) biophysical conditions such as natural boundaries between floodplains (e.g. hills, rocks, etc.) and coastal geomorphology (e.g. sandy versus rocky shores), ii) technical conditions such as existing flood protection infrastructure (e.g. dike rings in the Netherlands), and ii) socio-economic conditions such as administrative boundaries, land use and urban extent (e.g. rural versus urban areas), latest land-use, beach and wetland datasets are used to partition the coastline of each floodplain into a network of coastline segments which can be used for assessing local shoreline management options.

The generated datasets contain about 1.6 million km of coastline distributed over 87,600 islands. The LECZ comprises 3.14 million km² and partitioning this LECZ with surge and sea-level rise data into floodplains for coastal impact modelling finds about 221,800 floodplains with at least 0.05 km² area.

How to cite: Lincke, D.: Grid-based global coastal zone datasets for coastal impact analysis, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18584, https://doi.org/10.5194/egusphere-egu2020-18584, 2020.

EGU2020-18894 | Displays | NH9.1

Estimation of flood loss functions by activity sectors in the Pamplona metropolitan area in Spain by using insurance flood direct damage data

Luis Mediero, Enrique Soriano, David Santillán, Luis Cueto-Felgueroso, and Luis Garrote

Flood risk assessment studies require information about direct damages that depend on several variables, such as water depth, water velocity, flood duration, activity sector and type of building, among others. However, loss functions are usually simplified through flow depth-direct damage curves. Direct flood damages driven by a given flood event can be estimated directly from such loss functions by using either known or estimated water depths.

In his study, flow depth-direct damage curves are estimated for a set of activity sectors in the Pamplona metropolitan area located in the northern part of Spain, within the activities of the EIT Climate-KIC SAFERPLACES project. A dataset containing all flood direct damages in the Pamplona metropolitan area in the period 1996-2018 were supplied by the Spanish ‘Consorcio de Compensación de Seguros’ (CSC), benefiting from the fact that CSC is the insurance company that covers all damages produced by natural hazards in Spain. Flood direct damages are classified by activity sectors and postal codes. In addition, observed streamflow data at a set of gauging sites in the Ulzama and Arga rivers were supplied by both the Ebro River Basin Authority and the Regional Government of Navarre. A set of seven flood events with both streamflow and direct damage data available were selected. Flood hydrographs in the Arga River at Pamplona were obtained with a temporal resolution of 15 minutes. The Regional Government of Navarre supplied the real flood extensions for a set of flood events. With such real flood extensions, the two-dimensional hydrodynamic IBER model was calibrated. Flood extensions and water depths with a spatial resolution of 1 m were estimated with the calibrated hydrodynamic model for the seven flood events. Combining the dataset of direct damages with standard flow depth-direct damage curves and with water depths simulated by the hydrodynamic model, flood depth-damage curves were estimated by municipalities and postal codes. Such curves were obtained for activity sectors, considering residential, commercial and industrial assets.

Acknowledgments

This study was supported by the project SAFERPLACES funded by the EIT Climate-KIC. The authors also acknowledge the ‘Consorcio de Compensación de Seguros’ for providing the flood direct damage dataset and the Regional Government of Navarre for providing the real flood extensions for given flood events.

How to cite: Mediero, L., Soriano, E., Santillán, D., Cueto-Felgueroso, L., and Garrote, L.: Estimation of flood loss functions by activity sectors in the Pamplona metropolitan area in Spain by using insurance flood direct damage data , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18894, https://doi.org/10.5194/egusphere-egu2020-18894, 2020.

EGU2020-18947 | Displays | NH9.1

Integrate risk from climate change in China under global warming of 1.5°C and 2.0°C

Lulu Liu, Shaohong Wu, and Jiangbo Gao

Risk of climate-related impacts results from the interaction of climate-related hazards (including hazardous events and trends) with the vulnerability and exposure of human and natural systems. Despite the commitment of the Paris Agreement, the integrate research on climate change risk combining risk‐causing factors and risk‐bearing bodies, the regional differences in climate impacts are still missing. In this paper we provide a quantitative assessment of hazards and socioeconomic risks of extreme events, risks of risk‐bearing bodies in China under global warming of 1.5 and 2.0°C based on future climate scenarios, and quantitative evaluation theory for climate change risk. For severe heat waves, hazards might significantly intensify. Affected population under 2.0°C warming might increase by more than 60% compared to that of 1.5°C. Hazards of severe droughts and floods might strengthen under Representative Concentration Pathway 8.5 scenario. Economic losses might double between warming levels of 1.5 and 2.0°C, and the population affected by severe floods might continuously increase. Under the integrate effects of multiple disasters, the regions with high population and economic risks would be concentrated in eastern China. The scope would gradually expand to the west with socioeconomic development and intensification of extreme events. High ecological risks might be concentrated in the southern regions of the Yangtze River Basin, while the ecological risk in northern China would expand. High agriculture yield risks might be distributed mainly in south of the North China Plain, the Sichuan Basin, south of the Yangtze River, and west of Northwest China, and the risk levels might continuously increase.

How to cite: Liu, L., Wu, S., and Gao, J.: Integrate risk from climate change in China under global warming of 1.5°C and 2.0°C, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18947, https://doi.org/10.5194/egusphere-egu2020-18947, 2020.

Risk assessment of climate change is a base for adaptation. Quantitative methods are the key step for the risk assessment. This study tries to establish a quantitative methodology for assessment of risks from climate change through elements of the dangerousness of risk causing factors, the exposure and vulnerability of risk bearing bodies, and their interrelations. In this study, risks were divided into abrupt hazard risk and gradual hazard risk. Quantified risk calculating models were established with the damage degrees from regression of historical hazard losses, vulnerability curve construction. Then risk assessment was done on three main extreme events, heat-wave, drought and flood. According to the current status and needs, this study projects the future risks of climate change under different climate scenario. The method was applied in China and West Africa.

How to cite: Wu, S.: Quantitatively assessment and application of climate change risk, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19193, https://doi.org/10.5194/egusphere-egu2020-19193, 2020.

EGU2020-19311 | Displays | NH9.1

Mapping extreme hot temperatures in Europe and their evolutions: sensitivity to data choices

Sylvie Parey and Paul-Antoine Michelangeli

Electricity generation and demand is highly dependent on the weather conditions and especially temperature. Ongoing climate change has already modified the very hot extremes in Europe, and this is projected to continue in the future. The anticipation of the necessary adaptations in the electricity sector necessitates information on the possible extreme levels susceptible to occur in the next decades or further future periods. This study aims at comparing different ways of producing maps of extreme temperature levels for different future periods. Extreme temperatures are defined here as an example as 20-year Return Levels, that is temperatures reached or exceeded on average once in 20 years over the considered period. The computation of the Return Levels is based on the methodology described in Parey et al. 2019, which consists in applying the statistical extreme value theory to a standardized variable. It can be proven that the extremes of this variable can be considered as stationary. Then, the changes in mean and variance of the summer temperature projected by different climate models from the CMIP5 archive can be used to derive Return Levels for any selected future period.

Producing maps necessitates the use of a dataset with a large geographical coverage over Europe. Such datasets are typically gridded, either based on spatial interpolations of station records or on reanalysis products. However, both spatial interpolation and model assimilation tend to smooth the local highest values. Thus, in order to analyze the impact of such smoothing, the Return Levels computed in the same way from different datasets: the European Climate Assessment and dataset station data, the gridded EOBS database or the ERA5-Land database are computed and compared for different future periods.

How to cite: Parey, S. and Michelangeli, P.-A.: Mapping extreme hot temperatures in Europe and their evolutions: sensitivity to data choices, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19311, https://doi.org/10.5194/egusphere-egu2020-19311, 2020.

Coastal flooding due to tropical cyclones (TC) is one of the world’s most threatening hazards. The potential increase in the probability of these events in the future, due to climate change, necessitates the more accurate simulation of their potential hazard and resulting risks. This contribution is a step of a MOSAIC (MOdelling Sea level And Inundation for Cyclones) project that aims at developing and validating a computationally efficient, scalable, framework for large-scale flood risk assessment, combining cutting-edge disciplinary science and eScience technologies. As the first step, we develop a computationally efficient method for more accurately simulating current and future TC hazard and risk, by incorporating large datasets of tropical cyclones within the Global Tide and Surge Model (GTSM). The starting point is simulating the spatially explicit extreme sea levels for a large number of synthetic TCs. The difficulty lies in high computational time required for running GTSM models, as with duration of one simulation running on 24 cores of 5 days ( for 1yr). Until present each TC was simulated separately*, which is not feasible when modelling thousands of TC events. Here we present the development of an algorithm for the spatio-temporal optimization of the placing of TCs within GTSM in order to allow optimal use of the computational resources. This can be achieved because the region of influence of a particular TC in the model is limited in space and time (e.g. a TC making landfall in Florida will not materially affect water levels near New York).  This will enable running a large number of TCs in one simulation and will significantly reduce the required total computation time. We investigate a large range of parameters, such as distance between cyclones, time to the landfall, category of cyclone, and others, to optimize the distribution of TC within a single model run. We demonstrate a significant speedup relative to the sequential running of the cyclones within a single simulation.

*Muis, S., Verlaan, M., Winsemius, H. C., Aerts, J. C. J. H., & Ward, P. J. (2016). A global reanalysis of storm surge and extreme sea levels. Nature Communications, 7(7:11969), 1–11.

How to cite: Chertova, M., Muis, S., Pelupessy, I., and Ward, P.: Incorporating large datasets of synthetic tropical cyclones with Global Tide and Surge Model (GTSM) for global assessment of extreme sea levels. , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21189, https://doi.org/10.5194/egusphere-egu2020-21189, 2020.

EGU2020-21355 | Displays | NH9.1

The basin effect and liquefaction in the catastrophe models: Case study – Vancouver region, Canada

Svetlana Stripajova, Peter Pazak, Jan Vodicka, and Goran Trendafiloski

The presence of thick soft alluvial sediment-filled basins, like in river’s deltas, can significantly amplify and prolongate the earthquake ground motion. Moreover, the high-water saturation of such soft sediments and cyclic earthquake loading can lead to liquefaction. The basin and liquefaction effect can contribute to substantial modification of the seismic motion and increase of the potential losses at a particular location. Well-known examples of such high financial losses during earthquakes for basin effect is Mw 8.1 Mexico City 1985 and for liquefaction is Darfield and Christchurch earthquakes series in 2010 and 2011. Thus, the quantification of these effects is particularly important 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 center of excellence, has been committed to help (re)insurers on that matter.

This paper presents case study of the quantification of the basin effect and liquefaction for Vancouver region, Canada for specific scenario Mw 7.5 Strait of Georgia crustal earthquake. The southern part of the Vancouver region is located on a deep sedimentary basin created in the Fraser River delta. In case of deep Vancouver sedimentary basin considering amplification only due to shallow site response Vs30-dependent site term is not sufficient. Therefore, we derived (de)amplification function for different periods to quantify basin effect. We used NGA – West 2 ground motion prediction equations (GMPEs) for crustal events which include basin depth term. Amplification function was derived with respect to standard GMPEs for crustal events in western Canada. Amplification, considering site response including Vs30 and basin depth term at period 0.5 s can reach values as high as 3 at the softest and deepest sediments. The liquefaction potential was based on HAZUS and Zhu et al. (2017) methodologies calibrated to better reflect local geological conditions and liquefaction observations (Monahan et al. 2010, Clague 2002). We used USGS Vs30 data, enhanced by local seismic and geologic measurements, to characterize soil conditions, and topographical data and IF proprietary flow accumulation data to characterize water saturation. Liquefaction hazard is calculated in terms of probability of liquefaction occurrence and permanent ground deformation. For the chosen scenario the potential contribution to mean loss due to basin effect could be in the range 15% - 30% and 35% - 75% due to liquefaction depending on structural types of the buildings.

How to cite: Stripajova, S., Pazak, P., Vodicka, J., and Trendafiloski, G.: The basin effect and liquefaction in the catastrophe models: Case study – Vancouver region, Canada, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21355, https://doi.org/10.5194/egusphere-egu2020-21355, 2020.

EGU2020-4753 | Displays | NH9.1

Flood exposure and vulnerability estimation methods for residential and commercial assets in Europe

Dominik Paprotny, Heidi Kreibich, Oswaldo Morales-Nápoles, Dennis Wagenaar, Attilio Castellarin, Francesca Carisi, Xavier Bertin, Paweł Terefenko, Bruno Merz, and Kai Schröter

Floods affect many types of tangible assets in Europe. Here, we present novel methods of estimating exposure and vulnerability of four important categories of assets: (1) residential buildings, (2) household contents, (3) non-residential buildings, (4) machinery and equipment. One set of models was developed for “residential” assets (1+2) and another one for “commercial” assets (3+4) within the activities of EIT Climate-KIC “SaferPLACES” project. All methods are applicable within Europe using only openly-available datasets at the level of individual buildings. Residential exposure is calculated through combination of estimated useful flood space of buildings and average national replacement costs of buildings and household contents. We devised a method for estimating building height using OpenStreetMap and pan-European raster datasets and transforming it into floor space area. Combining economic and demographic data, we calculated replacement costs of residential assets per m2 of floor space in 30 European countries, covering years 2000–2017. Regarding commercial assets, we created a method to disaggregate economic statistics to obtain detailed building-level estimates of replacement costs of non-residential buildings and machinery/equipment. Finally, we developed two Bayesian Network-based, probabilistic, multivariate models to estimate relative losses to residential and commercial assets. Those combine post-disaster survey data from Germany with information on flood hazard and vulnerability; data from events in the Netherlands and Italy are also used in the residential damage model. The exposure and damage models were tested for a case study of the 2010 coastal flood in France, which is a challenge especially for the damage models built on the basis of fluvial and pluvial floods. Using water depths from hydrodynamic modelling of the event, we found that the models underestimated both residential and commercial losses in the two French departments most affected by the 2010 event, but shown a very close alignment for average losses recorded in the whole affected area. Good performance of the models was achieved in all investigated subcategories (residential buildings’ structure, household contents, agricultural establishments, companies in services & industry). Our models were compared with alternative damage models and exposure estimates, showing the best accuracy in most aspects analyzed.

How to cite: Paprotny, D., Kreibich, H., Morales-Nápoles, O., Wagenaar, D., Castellarin, A., Carisi, F., Bertin, X., Terefenko, P., Merz, B., and Schröter, K.: Flood exposure and vulnerability estimation methods for residential and commercial assets in Europe, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4753, https://doi.org/10.5194/egusphere-egu2020-4753, 2020.

EGU2020-5117 | Displays | NH9.1

Global and free geospatial datasets for the study of floods, droughts and human societies

Sara Lindersson, Luigia Brandimarte, Johanna Mård, and Giuliano Di Baldassarre

The availability of planetary-scale geospatial datasets that can support the study of water-related disasters in the Anthropocene is rapidly growing. We review over hundred global and free datasets allowing spatiotemporal analyses of floods, droughts and their interactions with human societies. The purpose of structuring a data collection for a broad range of variables is to foster data exchange and illustrate research opportunities across scientific disciplines.

Our collection of datasets confirms that the availability of geospatial data capturing hydrological hazards and exposure is far more mature than those capturing vulnerability aspects. We do not only highlight data applications by listing a selection of recent studies exploiting these global datasets, but also discuss challenges associated with using these datasets in comparative studies.  Specific discussion points include spatiotemporal resolution and coverage, inequalities of geographic representation, omission of detailed information at large scales, data consistency and accessibility, and dependencies between the datasets prohibiting interaction studies.

How to cite: Lindersson, S., Brandimarte, L., Mård, J., and Di Baldassarre, G.: Global and free geospatial datasets for the study of floods, droughts and human societies, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5117, https://doi.org/10.5194/egusphere-egu2020-5117, 2020.

NH9.3 – Vulnerability, loss and damage modelling of the built environment

EGU2020-19685 | Displays | NH9.3

Do hazard maps mirror loss data? – A vulnerability assessment based on loss data and hazard maps

Mirjam Mertin, Mattia Brughelli, Andreas Zischg, Veronika Röthlisberger, Matthias Schlögl, and Margreth Keiler

Implementing effective flood risk strategies is an essential task for policy-makers which will gain in importance as flood losses are expected to increase due to socio-economic and climatic drivers in near future. Flood risk mitigation incorporates structural and non-structural measures such as the declaration of flood hazard zones, both of which are associated with high financial expenses. Essential information to ensure maximum effectiveness and cost efficiency of flood protection measures is provided by quantitative flood loss analyses based, for example, on data from insurance claims.

This project aims to model the expected flood damage, thus the vulnerability to buildings by examining country-wide, empirical flood loss data of Switzerland of the past 35 years. The developed method includes several steps: First, the loss data are statistically analysed, second the spatial distribution of the loss data in the different hazard zones is assessed and third, vulnerability models for each hazard zone are developed including further parameters such as building values or building zones. A further objective is to provide an overview of possible methods which differ in complexity and data requirement and can be adapted for other applications outside of Switzerland. First results show that the extent of loss increases as the degree of hazard rises. In contrast, however, the number of damage events is highest in flood zones with a lower degree of hazard. Further possibilities how risk adaptation strategies can be supported or complemented by flood loss data are presented within this project.

How to cite: Mertin, M., Brughelli, M., Zischg, A., Röthlisberger, V., Schlögl, M., and Keiler, M.: Do hazard maps mirror loss data? – A vulnerability assessment based on loss data and hazard maps, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19685, https://doi.org/10.5194/egusphere-egu2020-19685, 2020.

EGU2020-6619 | Displays | NH9.3

Building loss ratio comparison based on physical vulnerability and event-based data in Taiwan

Chih-Hao Hsu, Ting-Chi Tsao, and Chuan-Yi Huang

In this study, several debris flow physical vulnerability curves and the even-based inundation depth were applied to a mountainous community hit by debris flow in 2015 to estimate the various possible loss ratio of each building. Then the comparison between estimated possible loss ratio and loss ratio determined by expert in the field is made to map out the distribution and deviation.

Vulnerability is commonly related to the consequences of natural hazard. For debris flow hazard these consequences are generally measured in terms of losses (Fuchs et al., 2007). In risk management vulnerability is an essential component for analyzing natural hazard risks (Lo et al., 2012). It is expressed on a scale from 0 (no damage) to 1 (total loss) and increasing with the intensity of hazard.

The Taoyuan DF034 debris flow potential torrent is located in northern Taiwan. In 2015, during Typhoon Soudelor the rainfall caused a shallow landslide which was transformed instantly into a debris flow. 13,000 cubic-meter of debris were washed out and deposited in 5,200 sq-meter area. Because of the evacuation before debris flow event, only 15 residential houses were inundated and no one was injured fortunately. In order to understand the inundation depth, the field investigation was executed shortly after the event. The building dimension, floor, structure type, location, and inundation depth were well documented and the loss ratio of each building was determined by expert as well.

The comparison of loss ratio based on inundation depth and impact pressure between Kang and Kim (2016), Papathoma-Köhle et al. (2015) and Lo et al. (2012) is made. The result shows building characters and debris flow velocity affect the loss ratio significantly.

Key Words: Debris flow, Vulnerability, Loss ratio, Taiwan

How to cite: Hsu, C.-H., Tsao, T.-C., and Huang, C.-Y.: Building loss ratio comparison based on physical vulnerability and event-based data in Taiwan, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6619, https://doi.org/10.5194/egusphere-egu2020-6619, 2020.

EGU2020-1650 | Displays | NH9.3

Updating of existing vulnerability curves with data from recent events in the European Alps

Lea Dosser, Maria Papathoma-Köhle, Marco Borga, and Sven Fuchs

Because effects of climate change and an increase in elements at risk in many mountain areas, loss increased throughout Europe. Yet, factors influencing loss, i.e. physical vulnerability of elements at risk, have gained less attention to date. Here, vulnerability is defined as the degree of loss resulting from the hazard impact on the building envelope. Recent studies have focused on evaluating vulnerability to dynamic flooding using proxies from case studies and based on empirical ex-post approaches (Papathoma-Köhle et al., 2011; Papathoma-Köhle et al., 2017; Fuchs et al., 2019a). However, the transferability of resulting vulnerability functions or curves to other case studies and, therefore, the ability of such models to actually predict future losses, is limited.

Existing vulnerability curves for the expression of the physical vulnerability of buildings to dynamic flooding in the alpine space are associated with a large number of uncertainties. The updating of the existing curves with data from recent events is necessary in order to make existing curves more reliable. In the present study damage data from three torrential events in Italy (Campolongo, Province of Trento, 2010; Braies, Province of Bolzano, 2017; Rotian river creek, Province of Trento, 2018) are used to update existing curves that have been developed for similar settlement types and similar hazard events in the Austrian Alps. At first a new vulnerability curve is developed only for the new study sites and is being compared with existing vulnerability curves in the Austrian Alps. As a second step the new data are fed to the existing vulnerability models (Fuchs et al., 2019b) in order to update them. Preliminary results are presented.

 

References

Fuchs, S., Keiler, M., Ortlepp, R., Schinke, R., and Papathoma-Köhle, M.: Recent advances in vulnerability assessment for the built environment exposed to torrential hazards: challenges and the way forward, Journal of Hydrology, 575, 587-595, https://doi.org/10.1016/j.jhydrol.2019.05.067, 2019a.

Fuchs, S., Heiser, M., Schlögl, M., Zischg, A., Papathoma-Köhle, M., and Keiler, M.: Short communication: A model to predict flood loss in mountain areas, Environmental Modelling and Software, 117, 176-180, https://doi.org/10.1016/j.envsoft.2019.03.026, 2019b.

Papathoma-Köhle, M., Kappes, M., Keiler, M., and Glade, T.: Physical vulnerability assessment for alpine hazards: state of the art and future needs, Natural Hazards, 58, 645-680, https://doi.org/10.1007/s11069-010-9632-4, 2011.

Papathoma-Köhle, M., Gems, B., Sturm, M., and Fuchs, S.: Matrices, curves and indicators: a review of approaches to assess physical vulnerability to debris flows, Earth-Science Reviews, 171, 272-288, https://doi.org/10.1016/j.earscirev.2017.06.007, 2017.

How to cite: Dosser, L., Papathoma-Köhle, M., Borga, M., and Fuchs, S.: Updating of existing vulnerability curves with data from recent events in the European Alps, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1650, https://doi.org/10.5194/egusphere-egu2020-1650, 2020.

EGU2020-1571 | Displays | NH9.3

Vulnerability curves vs. vulnerability indices. Which method explains loss best?

Florian Roesch, Maria Papathoma-Köhle, and Sven Fuchs

Mountain rivers are characterized by dynamic flooding with variable amounts of sediment erosion, deposition and remobilisation (Sturm et al., 2018); typical hazard processes include fluvial sediment transport, debris flows and related phenomena. In Europe, such processes repeatedly result in considerable damage to infrastructure and buildings on a local and regional level.

The physical vulnerability of buildings to dynamic flooding has been approached mainly with two methods until now: vulnerability curves and vulnerability indices. Each approach has its drawbacks and advantages (Papathoma-Köhle, 2016; Papathoma-Köhle et al., 2019). In the present study, damage data from a relatively recent event in the European Alps are used for the application of both methods. The event occurred in the municipality of See situated in the Paznaun valley in Tirol, Austria, in 2015. A new vulnerability curve is developed based on data from 21 buildings. An existing vulnerability index is also applied in the area. The results of both methods are compared with each other and with the actual loss of the event. Additionally, a sensitivity analysis regarding two input parameters (intensity and degree of loss) is performed for both the vulnerability curve and the vulnerability index. The results are mirrored against a recently developed vulnerability model for dynamic flooding in mountain areas (Fuchs et al., 2019), and possible model improvements are discussed.

 

References

Fuchs, S., Heiser, M., Schlögl, M., Zischg, A., Papathoma-Köhle, M., and Keiler, M.: Short communication: A model to predict flood loss in mountain areas, Environmental Modelling and Software, 117, 176-180, https://doi.org/10.1016/j.envsoft.2019.03.026, 2019.

Papathoma-Köhle, M.: Vulnerability curves vs. vulnerability indicators: application of an indicator-based methodology for debris-flow hazards, Natural Hazards and Earth System Sciences, 16, 1771-1790, https://doi.org/10.5194/nhess-16-1771-2016, 2016.

Papathoma-Köhle, M., Schlögl, M., and Fuchs, S.: Vulnerability indicators for natural hazards: an innovative selection and weighting approach, Scientific Reports, 9, Article 15026, https://doi.org/10.1038/s41598-019-50257-2, 2019.

Sturm, M., Gems, B., Keller, F., Mazzorana, B., Fuchs, S., Papathoma-Köhle, M., and Aufleger, M.: Experimental analyses of impact forces on buildings exposed to fluvial hazards, Journal of Hydrology, 565, 1-13, https://doi.org/10.1016/j.jhydrol.2018.07.070, 2018.

How to cite: Roesch, F., Papathoma-Köhle, M., and Fuchs, S.: Vulnerability curves vs. vulnerability indices. Which method explains loss best?, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1571, https://doi.org/10.5194/egusphere-egu2020-1571, 2020.

EGU2020-17379 | Displays | NH9.3

Recent advances in vulnerability assessment for the built environment exposed to dynamic flooding

Sven Fuchs, Maria Papathoma-Köhle, Reinhard Schinke, Regine Ortlepp, and Margreth Keiler

Regardless of the frequency and magnitude, the consequences of flood hazards are strongly connected to the vulnerability of elements at risk (e.g. buildings, people, and infrastructure). It is, therefore, obvious that an analysis and quantification of vulnerability is required for successful risk reduction. Vulnerability is multidimensional (physical, social, economic, institutional, etc.), however, the primary driver of direct costs and threat to human lives is the physical one. We focus here on the physical vulnerability of buildings subject to dynamic flooding occurring in mountain environments. These processes include debris floods, fluvial sediment transport, and debris flows. Furthermore, we included flash flood hazards if these are related to torrential catchments.

Physical vulnerability to dynamic flooding in mountain areas is a topic that has been under scientific investigation over the last 20 years. Several methods to assess physical vulnerability of buildings towards flash floods, debris flows and hyper-concentrated flows can be found in the literature. The plethora of methods and approaches may be classified under the following three categories: vulnerability matrices, vulnerability curves and vulnerability indices. We provide a short review of these methods which became available over the last decade and which dominate the scientific debate in mountain hazard risk management, giving an emphasis to vulnerability curves. The approaches presented herein are highlighted through case studies from the mountain areas of Europe and beyond, and challenges in vulnerability assessment including data requirements, need for improved event documentation, uncertainties and challenges related to future climate and socio-economic changes are outlined. Finally, a discussion on progress-driving factors such as new technologies (e.g. mobile apps, drones), citizen science and new innovative assessment methods is provided.

How to cite: Fuchs, S., Papathoma-Köhle, M., Schinke, R., Ortlepp, R., and Keiler, M.: Recent advances in vulnerability assessment for the built environment exposed to dynamic flooding, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-17379, https://doi.org/10.5194/egusphere-egu2020-17379, 2020.

EGU2020-11719 | Displays | NH9.3

Development of multi-hazard exposure models from individual building observations for multi-risk assessment purposes

Simantini Shinde, Juan Camilo Gomez- Zapata, Massimiliano Pittore, Orlando Arroyo, Yvonne Merino- Peña, Paula Aguirre, and Hernán Santa María

The modelling of residential building portfolio exposure model for risk and loss estimations due to natural hazards often do not receive as much attention as other components in the risk chain (e.g. hazard intensity distribution, physical vulnerability). Large-scale (nation or region-wide) exposure models, for instance, are often based on information derived from census and aggregated over geographical administrative units. Moreover, it is customary to employ specific exposure/vulnerability schemas that entail a set of mutually exclusive, collectively exhaustive (MECE) building classes, each associated with a fragility/vulnerability model focusing on the specific reference hazard (e.g. HAZUS).

In order to improve the reliability of these models, particularly when the composition of the portfolio is expected to be heterogeneous, individual building observations may be required. This process is relevant in order to constrain and validate the underlying model assumptions. The assignment of  single-hazard building classes within a given schema is usually obtained through expert elicitation (e.g., a skilled surveyor). However, if the very same building has to be classified under another vulnerability schema, either for the same hazard (e.g. EMS98 and HAZUS for seismic risk) or, in a multi-risk context, for a different hazard (e.g. tsunami, lahars), this might require a different expertise and the uncertainty of the resulting models could even increase.

We propose an innovative method to decouple the collection of exposure information from the development of exposure models in terms of specific vulnerability classes (schemas). Taking advantage of the methodology suggested by Pittore et al., 2018, individual building attributes are observed in the field for a set of surveyed buildings and described in terms of the GEM v2.0 taxonomy,  a widely used and well-established faceted building taxonomy (Brzev et al., 2013). The assignment of a class is carried out in a post-processing stage and within a fully probabilistic framework by evaluating the level of compatibility between the observed building attributes and the classes available within the considered schema.

The proposed methodology has been exemplified in Chile and Peru within the framework of the RIESGOS project. Expert structural engineers from CIGIDEN (Chile) and the Universidad de la Sabana (Colombia) carried out a Rapid Remote Visual Screening Survey using the RRVS web tool (e.g. Haas et al., 2016). In the case of seismic risk we focused on three schemas, namely SARA (a custom schema developed within the GEM-SARA Project in South America), and the well-known EMS-98 and HAZUS. The tsunami-focused schema proposed by Suppasri et al. (2013) has been also implemented.

Preliminary results for Gran Valparaiso (Chile) and Metropolitan Lima (Peru) study areas show the potential of the proposed methodology for streamlining the development of multi-hazard exposure models and significantly improving the transparency of the risk assessment procedures and the propagation of related uncertainties. The importance of extending the building taxonomy to encompass multi-hazard attributes is also discussed.

How to cite: Shinde, S., Gomez- Zapata, J. C., Pittore, M., Arroyo, O., Merino- Peña, Y., Aguirre, P., and Santa María, H.: Development of multi-hazard exposure models from individual building observations for multi-risk assessment purposes, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11719, https://doi.org/10.5194/egusphere-egu2020-11719, 2020.

EGU2020-9542 | Displays | NH9.3

Vulnerability of terrestrial transportation lines to natural events

Unni Eidsvig, Nikola Tanasic, Rade Hajdin, Christina Ekeheien, and Luca Piciullo

Our modern society relies on well-functioning transport systems providing mobility, transport safety and regularity. Maintaining the operational state of roads and railways during extreme weather events or other natural events is an important and demanding task. Natural events may cause damage to transportation assets, which can immediately or over time result in functional loss of a transportation line. For instance, a reduced culvert capacity due to debris deposition and clogging, could cause flooding of a road/rail. Some natural events can lead directly to loss of service, even without damaging an asset, like the occurrence of avalanches on a transportation line, blocking the related traffic. To reduce risks of failures posed by natural hazards, it is essential to assess vulnerability of transportation networks to such events.

A well-established way to analyse vulnerability is to use damage-, loss- or fragility functions. Such functions can express both functional vulnerability, representing the functional loss for a transportation line, and structural vulnerability representing damage degree or the exceedance probability of damage levels pertinent to a transportation asset. These functions can all be expressed in terms of event intensity, which is a parameter characterizing the damaging potential of a natural event.

In order to analyse functional vulnerability, various asset types with their interdependencies i.e. network topology and geographical coincidence must be considered. Here, the applied damage and fragility functions for evaluating structural vulnerability must account for location specific data on assets and asset properties. The review of existing damage-, loss- and fragility functions showed that these are not sufficient for intended analysis and need to be updated to consider various natural events and related failure modes. Recommendations are provided on how to elaborate new damage-, loss- and fragility functions to overcome a large number of uncertainties related to impacts of natural events on infrastructure and account for resistance of infrastructure. These recommendations concern both the choice of intensity parameters for different types of hazards and definition of possible failure modes, the methods for developing the functions and the assessment of the relationship between structural vulnerability of the asset and functional vulnerability.

The research leading to these and future results receives funding from the European Community’s H2020 Programme MG-7-1-2017 Resilience to extreme (natural and man-made) events, under Grant Agreement number: 769255 - "GIS-based infrastructure management system for optimized response to extreme events of terrestrial transport networks (SAFEWAY)".

How to cite: Eidsvig, U., Tanasic, N., Hajdin, R., Ekeheien, C., and Piciullo, L.: Vulnerability of terrestrial transportation lines to natural events, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9542, https://doi.org/10.5194/egusphere-egu2020-9542, 2020.

EGU2020-1572 | Displays | NH9.3

Mountain hazards and Building Back Better (BBB) – focus on the Austrian Alps

Bernhard Ullrich, Maria Papathoma-Köhle, and Sven Fuchs

Natural hazards cause often material damages and loss of life. Human efforts are concentrated not only on the time preceding the occurrence of a hazard (forecast, evacuation, response, land use planning and structural measures) but also during (response, emergency operations) and after the occurrence of a catastrophic process (reconstruction of damaged buildings and infrastructure). As far as the reconstruction phase in concerned, authorities and citizens tend to rebuild their houses and infrastructure in the same way and location they were before the hazard strikes. The present study outlines the reconstruction efforts of two municipalities and the changes that they made following a torrential event in order to increase their resilience to natural hazards and to reduce future loss.  In more detail, a physical vulnerability index is used to assess the Build Back Better (BBB) of two alpine villages in Austria that experienced significant damages during the event of 2005. The BBB is investigated at three levels: the municipal level (structural measures and land use changes), the building level (physical vulnerability index) and the community level (public awareness). At the building level, the vulnerability index used is based on a number of indicators (building characteristics) including the height of windows, the existence, material and height of surrounding walls, the orientation of the building and the shielding of neighboring structures. The index compares the pattern of the physical vulnerability of buildings for both municipalities in 2005 and in the present. Both villages have now completed the reconstruction process, however, a similar event in the future could still cause significant damage. Changes in the building design and development of local adaptation measures have decreased the physical vulnerability of some buildings, however, some others remain equally vulnerable.  Based on the investigation of the reconstruction process recommendations regarding local adaptation measures are presented.

How to cite: Ullrich, B., Papathoma-Köhle, M., and Fuchs, S.: Mountain hazards and Building Back Better (BBB) – focus on the Austrian Alps, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1572, https://doi.org/10.5194/egusphere-egu2020-1572, 2020.

EGU2020-1570 | Displays | NH9.3

Vulnerability to natural hazards and risk perception in remote islands – the case of Lesvos and Agios Efstratios, Greece

Susanne Repanelis, Sven Fuchs, and Maria Papathoma-Köhle

The North Aegean Sea prefecture consists of nine islands, Lesvos being the biggest of them and the institutional and political centre with approximately 85,000 inhabitants, and Agios Efstratios the smallest island with 280 inhabitants. Lesvos is often confronted with earthquakes, floods, flash floods, wildfires, and unstable slopes (landslides). Agios Efstratios experienced one of the largest earthquakes ever recorded in Greece (7.1 Richter in 1968) and recently (2017) was in a state of emergency due to the extreme overpopulation of locusts resulting to serious environmental degradation, leading to mass death of dairy animals which are essential for agriculture in a remote island. Apart from natural hazards, both islands under study are confronted with challenges linked to the refugee influx and their remoteness including isolation, fragmentation and population decline. The study aims at exploring different dimensions of vulnerability (physical, social, institutional and economic) and risk perception among citizens on both islands and their connection to remoteness. Preliminary results from individual case studies on both islands (Eressos, Mesotopos, Sykamia in Lesvos and Agios Efstratios) will be presented.

How to cite: Repanelis, S., Fuchs, S., and Papathoma-Köhle, M.: Vulnerability to natural hazards and risk perception in remote islands – the case of Lesvos and Agios Efstratios, Greece, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1570, https://doi.org/10.5194/egusphere-egu2020-1570, 2020.

EGU2020-1577 | Displays | NH9.3

Remoteness and austerity: a major driver of vulnerabilities to natural hazards

Maria Papathoma-Koehle, Fotis Maris, and Sven Fuchs

To a great extent, literature concerning efforts to assess vulnerability to natural hazards focuses on the vulnerability of mega-cities and urban areas due to the significant concentration of vital assets and high population density in a relatively small area. However, the antipode of this condition, the one of remoteness, insularity and isolation also constitutes a major drive of vulnerability to natural hazards. Remote areas are often dependent on decisions that are taken somewhere else, such as central governments, and they have limited funds for preparedness but also limited material and human resources to respond to natural hazards. Remote areas can be found in many regions across Europe including the European Alps, the Scandinavian tundra and small islands in the North Sea but also in the Mediterranean. However, in the European south, the capacities of remote areas have deteriorated further due to the recent financial crisis and austerity measures.

An integrated approach to vulnerability is attempted for the island of Samothraki, Greece. The specific island is located in the northeast part of the country, and despite the relatively short distance to the coast of Greece and Turkey, it is particularly isolated due to the poor transport connections to the mainland, demographic problems, the effects of the financial crisis and governance particularities. In September 2017 Samothraki was affected by a major torrential event that revealed its vulnerabilities and the vulnerabilities of remote areas in general. The vulnerabilities investigated in this study include physical, social, economic and institutional. A framework for the assessment of these vulnerabilities in remote areas and some preliminary results are presented.

How to cite: Papathoma-Koehle, M., Maris, F., and Fuchs, S.: Remoteness and austerity: a major driver of vulnerabilities to natural hazards, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1577, https://doi.org/10.5194/egusphere-egu2020-1577, 2020.

EGU2020-79 | Displays | NH9.3

The asynergies of disaster risk reduction measures in Afghanistan

Marleen de Ruiter, Jens de Bruijn, James Daniell, Johanna Englhardt, Philip Ward, and Hans de Moel

Many countries face the risk of multiple hazards. The UNDRR’s Global Platform for Disaster Risk Reduction have called upon the science community for an increased understanding of the complexities of multi-hazard risk (UNDRR 2019). Nonetheless, in the currently prevailing risk assessment paradigm, risk is often represented as static and fragmented in terms of hazard types. While positively influencing the risk of one hazard, DRR measures can have adverse effects on the risk of another hazard type thereby increasing the vulnerability of the built environment, exacerbating impacts and potentially causing compound or cascading disasters. For example, wood-frame buildings tend to perform well under ground shaking but are likely to sustain higher damages due to an inundation than concrete buildings. We refer to these negative impacts between hazards as the asynergy of a DRR measure. Due to the predominantly single-hazard approach, the potential asynergies of DRR measures remain poorly understood.

In a case study of Afghanistan, we calculate the asynergies of building level DRR measures for floods and earthquakes. To this extent, we develop two increased-resilience scenarios where a decrease in flood and earthquake vulnerability are mimicked. These scenarios are used to assess the asynergies and to illustrate to what degree a risk reduction of one risk may actually be offset by an increase of the other risk. This can then be used to show which type of measure is worthwhile in which area.

An improved capability of understanding risk more holistically would strongly benefit first responders, aid organizations, urban planners and decision makers in designing sustainable DRR measures. We discuss several key potential asynergies of building level DRR measures for floods and earthquakes tailored to decrease the risk of one hazard on the risk of the other hazard. Finally, we outline a roadmap highlighting key future research and policy directions, and possible ways to strengthen coherent policies for DRR.

How to cite: de Ruiter, M., de Bruijn, J., Daniell, J., Englhardt, J., Ward, P., and de Moel, H.: The asynergies of disaster risk reduction measures in Afghanistan, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-79, https://doi.org/10.5194/egusphere-egu2020-79, 2020.

EGU2020-11321 | Displays | NH9.3

Emergency shelter selection in the context of seismic risk. Case study – Bucharest, Romania

Diana Popovici, Iuliana Armaș, Dragoș Toma-Dănilă, and Alexandru Gavriș

Big cities are prone to suffer important losses, both economic and human, in case of a risk occurrence. Bucharest is the most vulnerable European capital to earthquakes due to its exposure, being located about 130 km from the main seismic region of the country – Vrancea Region, and also due to its high physical and social vulnerability.

Based on the past experiences and on the present development of the city, there is an urge to find and to develop measures and policies for seismic risk mitigation. The first step in this direction, which is also the aim of the present work, is to assess the current situation regarding the vulnerability of the city and to understand the dimension of the losses throughout the city in case of a major earthquake event.

In this study we discuss the best locations to deploy shelters which can provide first-aid and temporary residence for those who lost their homes after an earthquake event. Our research is based on estimating the losses at a detailed scale and by knowing the limitations of the infrastructure (including emergency hospitals and roads) and of the public services (like the firefighters, ambulances, police, medical care etc.).

Social, economic and housing quality criteria were integrated in a multicriteria analysis in order to assess the most vulnerability hotspots at city level and to estimate losses. The results showed the presence of two extended areas, situated in the south-west and the western part of the city, with high vulnerability scores and high potential losses. These two areas were introduced into a new multicriteria analysis for finding suitable locations that can be used as indoor and outdoor shelters.

Our study is a step forward to increase the preparedness of the population, that will know where to go in case of need. It will also help the authorities that will better allocate their resources and overall mitigate the seismic risk.

How to cite: Popovici, D., Armaș, I., Toma-Dănilă, D., and Gavriș, A.: Emergency shelter selection in the context of seismic risk. Case study – Bucharest, Romania, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11321, https://doi.org/10.5194/egusphere-egu2020-11321, 2020.

EGU2020-20572 | Displays | NH9.3

Modelling exposure and vulnerability from post-earthquake surveys with risk-oriented taxonomies: AeDES form, GEM taxonomy and EMS-98 typologies

Giuseppe Nicodemo, Massimiliano Pittore, Angelo Masi, and Vincenzo Manfredi

Post-earthquake damage and usability surveys are fundamental in managing the emergency phase in the aftermath of a strong seismic event, for instance deciding whether the people could safely come back to their houses or be hosted in temporary shelters. In Italy, in addition to the damage and usability evaluation, this survey enables the collection of geometrical and structural attributes highly related to seismic vulnerability. These data are collected for individual buildings in the order of many tens of thousands for recent events and represent a unique source of exposure and vulnerability information and a very useful tool for Disaster Risk Reduction (DRR) and prevention activities. With the development of the “Observed Damage Database” (Da.D.O.; Dolce et al., 2017) web-based platform, most of the data collected during the post-earthquake inspections carried out over the last 50 years has been harmonized and made freely available to the scientific community. These data constitute an important heritage for scientific purposes but, until now, their potential for seismic risk assessment has not been fully exploited, partly because the format specifications are very particular to the environmental conditions to be found in Italy, and the collected attributes are not directly related to existing risk-oriented classifications. In order to reliably extract the exposure, vulnerability and damage information collected for Italian earthquakes and harmonize it according to recognized international standards, an innovative methodology has been developed to convert the information collected through the “1° level form for post-earthquake damage and safety assessment and short term countermeasures in residential buildings” (AeDES form; Baggio et al., 2007; Masi et al., 2016) to different formats more suitable for a large-scale risk evaluation and comparison. In the proposed approach, the information on the typological characteristics is firstly described according to the taxonomy proposed by “Global Earthquake Model” (GEM) (v2.0, Brzev et al., 2013). In a following processing step, using a score-based methodology (Pittore et al., 2018), we can assign EMS-98 building classes (Grünthal, 1998) on the basis of the GEM attributes. The proposed method allows for an extensive characterization of the uncertainty underlying the conversion process, encoded by the use of a probabilistic framework. A similar approach can be used to map the damage data into the categories defined by the EMS-98 scale. This methodology has been exemplified with the data of the Mw 6.3 2009 L´Aquila earthquake as provided by the Da.D.O. platform, and the results highlight the great potential for post-event surveys to provide relevant information also for DRR and risk prevention activities.

Keywords: seismic risk, post-earthquake survey, exposure, taxonomy

How to cite: Nicodemo, G., Pittore, M., Masi, A., and Manfredi, V.: Modelling exposure and vulnerability from post-earthquake surveys with risk-oriented taxonomies: AeDES form, GEM taxonomy and EMS-98 typologies, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20572, https://doi.org/10.5194/egusphere-egu2020-20572, 2020.

EGU2020-15102 | Displays | NH9.3

A GRaph-based Assessment Model (GRAM) for natural hazard risk of complex built environment: case study in Monza city

Marcello Arosio, Luigi Cesarini, Giacomo Galuppini, Margherita Dayala, Mario L.V. Martina, and Enrico Creaco

EGU2020-532 | Displays | NH9.3

Mapping Groundwater Vulnerability and Risk of hydro-carbon Contamination in a Semi-Arid Region

Zaharatu Babika, Thomas Kjeldsen, and Lee bryant

Groundwater is a scarce yet vital resource in many arid and semi-arid regions of the world. where it serves as water supply for a majority of the population. The quality of this resource is depreciating, however due to pollution levels reaching intolerable limits as a result of unplanned urbanization and industrialization. In this study, the capabilities of two commonly used groundwater vulnerability models, DRASTIC and GOD, are assessed for correctly classifying the risk of hydrocarbon pollution within the city of Kano, located in semi-arid northern Nigeria. Most existing groundwater vulnerability assessment tools have been developed for use in Europe and North America under generally humid conditions; conversely, vulnerability assessment of groundwater in arid and semi-arid is much less developed.
 Combined analysis of large-scale existing data sources on hydro-meteorological, environmental and anthropogenic factors will be used to evaluate the vulnerability of groundwater resources in Kano, a city of ~4 million people within 137 square kilometres.  In this study, the two models (DRASTIC and GOD) are assessed based on data provided by Nigerian water resources administrations and obtained via field monitoring to detect areas that are vulnerable to groundwater contamination based on the hydrogeological structure and local sources of hydrocarbon contamination. Several groundwater contamination sources have been identified such as automobile shops, household dumpsites, and petrol dispensing stations.Mapping of environmental factors was conducted within the framework of Geographical information systems (GIS), and  preliminary results show a range of very high to moderate vulnerability classes exist within the build-up areas of Kano. A sensitivity evaluation of the various parameters required for each of these models has also been performed to identify the controlling parameters within this semi-arid environment. Building on these results, the next phase of this research will focus on development of a modified vulnerability model based on these identified controlling parameters and model validation using field observations.

How to cite: Babika, Z., Kjeldsen, T., and bryant, L.: Mapping Groundwater Vulnerability and Risk of hydro-carbon Contamination in a Semi-Arid Region, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-532, https://doi.org/10.5194/egusphere-egu2020-532, 2020.

NH9.4 – Natural hazard impacts on technological systems and infrastructures

EGU2020-10634 | Displays | NH9.4

Natural hazard impacts on infrastructure in Russian regions

Elena Petrova

Infrastructure is considered as the fundamental facilities and systems serving a country or other area to ensuring the functioning of its economy. The term infrastructure refers to public and private facilities and systems such as transport (including roads, railways, bridges, tunnels, ports, airports, etc.), water supply, sewers, electrical grids, and telecommunication lines. Throughout the area of Russia, almost all of the listed infrastructure facilities are exposed to the undesirable impacts of adverse natural processes and phenomena, as well as natural hazards of various origins such as geophysical, hydro-meteorological, and others. Adverse impacts of natural hazards may trigger accidents and failures; disrupt the normal operation of infrastructure facilities. In their turn, these negative consequences of natural hazard impacts on the infrastructure cause multiple social problems. Using the information collected by the author in the database of technological and natural-technological accidents, contributions of natural factors to accidents and failures in the infrastructure facilities are assessed. Database includes more than 21 thousand events from 1992 to 2019. Among all the identified types of natural hazards, the largest contributions to accidents and infrastructure disruptions have hydro-meteorological hazards such as heavy snowfalls and rains, floods, and ice phenomena. Electrical grids are the most vulnerable to adverse impacts of natural hazards. Regional differences in the risk of accidents and infrastructure disruptions between Russian federal regions were found. All the federal regions were grouped by their risk levels of accidents and infrastructure disruptions. The resulting maps were created and analyzed.

How to cite: Petrova, E.: Natural hazard impacts on infrastructure in Russian regions, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10634, https://doi.org/10.5194/egusphere-egu2020-10634, 2020.

EGU2020-21701 | Displays | NH9.4

Urban preparedness for critical infrastructures disruptions from an end user perspective

Simone Sandholz and Dominic Sett

Critical infrastructures, such as energy, water and ICT supply are the backbone of societies. Especially in urban contexts, peoples’ dependency on the increasingly complex and interdependent network of critical infrastructures is daunting. However, a majority of inhabitants is rather unaware of related implications and risks, leaving individuals largely unprepared and highly vulnerable to potential critical infrastructure disruptions or failures. This is particularly true for developed countries with high supply security.

In addition, current discourses on safe and affordable operations of CI are mostly limited to the engineered part such as roads or electricity lines while hardly dealing with the soft components, namely coping capacities to overcome potential outages. With more frequent and intense occurrence of natural hazards the combination of CI complexity, dependency and unawareness poses a growing threat to urban populations with major implications for local disaster management actors and emergency services.

Based on comprehensive literature and policy analyses and this contribution will elaborate on challenges and opportunities of reducing natural hazards’ impacts on urban areas by extending assessments of critical infrastructure exposure to “soft” components, focusing on impacts on end users. Data from a major household survey conducted in a German city will be used to present and discuss damage impact types, their interlinkages as well as potential pathways towards risk reduction.

How to cite: Sandholz, S. and Sett, D.: Urban preparedness for critical infrastructures disruptions from an end user perspective, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21701, https://doi.org/10.5194/egusphere-egu2020-21701, 2020.

EGU2020-18788 | Displays | NH9.4

Resilience Enhancement of Communication Infrastructures

Sylvia Bach, Mirjam Fehling-Kaschek, and Sara Baldoni

The Horizon2020 project RESISTO (Resilience enhancement and risk control platform for communication infrastructure operators) aims to reduce the risk as well as the impact of an anomalous incident for the telecommunication infrastructure. Incidents here can be natural hazards such as floods, earthquakes etc., but also cyber attacks, physical attacks or a combination of the latter two.

The approach uses a short-term control loop (STCL) that detects anomalies via various sensors or factors: internal remote sensors such as cameras, external sensing such as weather data, social media data mining, etc.. By doing so, the STCL is a risk predictor, but it also predicts effects of countermeasures and simulates short-term effects of failure with respect to performance degradation. This real-time risk and resilience assessment and the integrated interdependency analysis (among virtual and physical domains) lead to an effective Decision Support System (DSS) that detects critical situations and supports their management.

A risk and resilience analysis of the system is performed on a regular basis by the long term control loop (LTCL). It is used to generally evaluate the resilience of the system via network simulation techniques, to identify weak points and test effects of various improvement measures. The resilience management process is based on the risk management process defined in the ISO 31000 and refined to the specific needs of RESISTO. The outcome of the LTCL analysis can be compared to the measured values of the STCL to validate and improve the simulation model.

The functionality, modularity and adaptability of the DSS is validated by nine use cases with various sub-scenarios, led by the telecommunication providers in the consortium. The use cases apply differing combinations of real and virtual parts, posing a specific threat to the infrastructure. An example for the added value to the resilience and recovery strategies of a telecommunication infrastructure and its provider is given by a use case where an unspecified natural disaster hits a rural area:

Because the RESISTO system interfaces with specific national sensing platforms such as weather and seismic ones, it is aware of the natural disaster and its severity. Simultaneously, RESISTO receives the congestion events from the provider’s Network Management Center (NMC) and monitoring tools. It responds by “ordering” an Unmanned Aerial Vehicle (UAV) to make a damage inspection in the area. With the UAV, the platform identifies the affected critical network assets (antennas, switches, routers etc.) as the potential cause of the congestion, and correlates the loss of the network resources with the congestion events. RESISTO then suggests suitable mitigation actions, i.e. traffic redirection and or activation of auxiliary network resources. Also conceivable is the direct dispatch of technical / maintenance personnel, depending on safety aspects.

Telecommunication nowadays is crucial for the functioning of a society, on the corporate as well as on the private level. During the response and recovery phases of disasters, telecommunication infrastructures also play a central role. The RESISTO platform aims to be another step towards more resilient societies.

How to cite: Bach, S., Fehling-Kaschek, M., and Baldoni, S.: Resilience Enhancement of Communication Infrastructures, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18788, https://doi.org/10.5194/egusphere-egu2020-18788, 2020.

In recent years, lots of major disasters happened in the industrial parks. As a critical infrastructure, it become an urgent issue to tackle the disaster prevention and vulnerability assessment of the industrial parks. This study reviews the theory of vulnerability, regional resilience, disaster prevention system for industrial parks and related literature to establish the vulnerability assessment framework. Therefore, by utilizing the fuzzy Delphi method to screen the indicators in four dimensions such as physical, social, exposure and economic, and also the AHP expert panel to set the related weights and the correlation between their indicators. And, follow up with Dynamic ANP Process to extract the decision-making structures in 2019, and 2030. In total, 63 industrial parks were evaluated by this evaluation framework and categorized by different vulnerable types. Therefore, responding disaster adaptation strategies were proposed for different parks as a reference for government.

How to cite: Pai, J.-T. and Chen, H.-J.: Vulnerability assessment and Disaster Prevention Adaptation Planning Strategies for Industrial Parks, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2487, https://doi.org/10.5194/egusphere-egu2020-2487, 2020.

EGU2020-6014 | Displays | NH9.4

An overview of climate hazard impacts to the global airport system

Asimina Voskaki, Thomas Budd, and Keith Mason

In recent years airports have demonstrated sensitivity to climate hazards, raising various safety, environmental and socio-economic concerns. Evidence from the literature indicates that the occurrence of climate hazard events, including sea-level rise, extreme heat, precipitation changes and convective weather, is likely to become more frequent as a result of climatic change. This, in turn, is likely to place additional stress on airports infrastructure and threatening its ability to maintain their social and economic function. While climate adaptation and hazard impacts are more established in other major sectors, in the case of airports this issue has only more recently emerged as a risk.

By examining the key challenges airports face in different geographical regions and climate zones, this study examines how climate extremes and hydrological hazards affect the airport system and, presents best practices to improve the resilience of airport infrastructure. The key objective of this contribution is to provide a better understanding of the direct and indirect impact of climate hazards and to outline some of the aspects that could be included in climate hazard risk reduction strategies in the future.

How to cite: Voskaki, A., Budd, T., and Mason, K.: An overview of climate hazard impacts to the global airport system, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6014, https://doi.org/10.5194/egusphere-egu2020-6014, 2020.

EGU2020-10890 | Displays | NH9.4

Derivation of climate-indices and establishment of hazard-development-corridors along the ÖBB rail network

Christian Wally, Sebastian Lehner, Christoph Matulla, Katharina Enigl, Helene Müller, Hans Peter Rauch, Tabea Fian, Georg Hauger, Christian Rachoy, and Florian Salinger

The Austrian Federal Railways (ÖBB) are operating about 4800 kilometers of railway track in all regions of Austria. Most parts of this infrastructure are exposed to various natural hazards like landslides, debris flows, rockfalls, floodings and avalanches but also extreme weather events like strong winds or extreme heat can disrupt railway traffic. The frequency of their occurrence is changing due to recent climate change.

We use over 2000 events from 1990 to 2018 and a principal component approach to create an event space which lets us combine events and meteorological data on a fine spatial grid. This is necessary to detect characteristic climate-indices (CIs) in temporal series of meteorological parameters, like temperature or precipitation, that have negative effects on railway operation or trigger natural hazards that do so. The results are evaluated using various multivariate statistic methods to quantify the quality of the found CIs.

After these steps we can estimate the frequency of CI occurrence in near (2036-2065) and remote future (2071-2100) by analyzing ensembles of downscaled GCM projections for different climate scenarios. The result are hazard-development-corridors that are a relative measure for the number of predicted hazard events during the two periods of time along the considered railway tracks.

How to cite: Wally, C., Lehner, S., Matulla, C., Enigl, K., Müller, H., Rauch, H. P., Fian, T., Hauger, G., Rachoy, C., and Salinger, F.: Derivation of climate-indices and establishment of hazard-development-corridors along the ÖBB rail network, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10890, https://doi.org/10.5194/egusphere-egu2020-10890, 2020.

Abstract: Rainfall-induced disaster is the most frequent disaster affected Chinese Railway System. Climate change will lead to more extreme rainfall in the future. A better understanding of extreme precipitation in the future and the exposure of railway infrastructures to extreme precipitation will facilitate railway planning and disaster risk management. This paper employs climate model simulations to calculate the changes of the extreme precipitation under different global warming scenarios. The return periods of the present 50-yr/100-yr return-period precipitation amount in the future are obtained. Based on this, the changes of the exposure of Chinese railways to extreme precipitation are analyzed. The results reveal that 58.61% (55.46) of China’s region will experience an increase in the 50-yr(100-yr) return-period precipitation under 1.5°C warming in comparison with the present period (2001–2020), the value will be 64.44% and 59.53% due to the additional 0.5°C warming. By calculating the exposure of Chinese railways, we found that 28.49% (32.15) of China's railways are in the region where 50-yr return-period rainfall at this stage will occur less than 20 years under 1.5°C (2.0°C) warming, and 36.85% (41.39)of China's railways are in the region where 100-yr return-period rainfall at this stage will occur less than 50 years under 1.5°C (2.0°C) warming in the future. This study quantified the exposure of China’s railway to extreme precipitation under the 1.5°C/2.0°C global warming. The results provided in this study have profound significance for the fortification planning of China's railway system for rainfall-induced disasters and provide useful experience for other countries.

How to cite: Zhao, J., liu, K., and Wang, M.: Exposure analysis of Chinese railways under the Change of Extreme-Precipitation in the future , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12428, https://doi.org/10.5194/egusphere-egu2020-12428, 2020.

Short term flood intervention planning includes identifying how the limited resources should be allocated to the most appropriate affected locations. The water level is an important factor for temporary flood protection planning for which adaptability of the plan to its changing future condition is regarded valuable. Moreover, flexibility in activation, delaying and replacement of the existing plans should be considered to mitigate the damages caused by future unknown condition. This research applies real options analysis which incorporates adaptability and flexibility in addressing “least-cost alternative”  location selection via multi-stage stochastic programming. We apply the proposed model to a case study in Eden catchment with nine different flood-affected cities with different degrees of uncertainty along Eden River in England. A multi-objective and mixed integer optimization model was formulated to solve on a scenario tree capable to choose most appropriate locations for deploying intervention measures of temporary flood protection. We examine the solution under various model parameters uncertainty and compare the results with the business as usual case presenting the benefits of proposed formulation in terms of expected damage and cost.

How to cite: Ni, M. and Erfani, T.: How an adaptive and flexible short-term flood planning can be beneficial - a UK case study application, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20619, https://doi.org/10.5194/egusphere-egu2020-20619, 2020.

The soil erosion is the most serious environmental problem in watershed areas in Bhagirathi River. The main factors affecting the amount of soil erosion include vegetation cover, topography, soil, and climate. In order to describe the areas with high soil erosion risks and to develop adequate erosion prevention measures in the watersheds of dams, erosion risk maps should be generated considering these factors. “Reduction in the capacity and life of Tehri dam Reservoir was became a major concern. Remote Sensing (RS) and Geographic Information System (GIS) technologies were used for erosion risk mapping in the catchment area of Bhagirathi River. The principal aim of this paper is to utilize spatial-based soil erosion information to assess land suitability at a watershed level. The model integrated with RS and GIS technologies has great potential for producing accurate and inexpensive erosion risk maps.

Data on Climate (Total precipitation and its frequency and intensity), Geomorphology (Land form, Physiography, Slope and Drainage Characteristics), Soil characteristics (Texture, structure), Land Use/ Land cover (Density of forest or grassland, plant residue, crops etc.) and Soil management were calculated using standard reported methods (Naqvi et al., 2015). Total 6 parameters were calculated i.e. Slope, Slope length, Soil texture, Drainage density, landuse/landcover and Rainfall erosivity. Weightage of each parameters on the basis of value and classes were assign. At last SYI value were calculated using weightage map, Delivery ratio, area of watershed. The sub-watersheds 10, 11 were identified as being very high risk. Intense rainfall and reservoir area of dam coupled with poor soil structure and steep slopes are the main drivers of soil erosion in this area. Therefore, the proper designing of integrated watershed management and conservation strategies is a crucial element to reduce the current rate of environmental degradation and boost up agricultural production in the sub-watersheds.

How to cite: Nain, G.: Estimation of Soil Loss at Tehri Dam Catchment in Uttarakhand, India., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5115, https://doi.org/10.5194/egusphere-egu2020-5115, 2020.

1712 Swabian immigration started to Sathmar county on today's Romania territory. This followed closing the Sathmar peace 1711 after a war which left lands empty without work force. The colonists came from Upper Swabia, which is today Baden-Württemberg in Germany. The immigration took about one century. The colonists came by means of ships called Ulmer Schachtel from Ulm on the Danube, for which reason these are the first Danube Swabians. The later waves of colonists were brought by Emperor Maria Theresia to further areas in Banat and Hungary. Within a DOMUS scholarship in the home country, the author investigated how patterns of architecture were brought by the migrants from their old to their new home, including church and vernacular architecture. The colonists came from an area where much of the land belonged to monasteries, and following the end of the 30 years war an intense construction activity started, in Baroque style, which led to what is today the Upper Swabian Baroque Street. Investigation of Zsiros assessed the magnitude of the 1834 Érmellék earthquake, which affected this area, by effects on vernacular architecture. But also churches displayed earthquake damage, as research of Julia Bara shows, including destruction of towers and vaults. Churches were built by foreign architects such as Josef Bittheuser from Würzburg and Franz Sebastian Rosenstingl from Vienna. The churches of the later in Vienna displayed damages with time as well. Within the research of the author these damages were mapped and connected to patters of earthquake safe construction in the home country, which is also affected by moderate earthquakes. Particularly in case of vernacular architecture, the houses of the colonists are related to other typologies of Danube Swabians but not to those which can be observed in the houses conserved in village museums, from which some date from before the migration. This can be explained by their destruction. The oldest identified one is one of the ancestors of the author, dated by genealogy data to be built around 1840. The in situ conserved museum house is of a more recent date. The vernacular housing typology was investigated employing the GEM taxonomy based on the World Housing Encyclopedia questionnaire. Relevant for the session is how migration patterns result in architectural shape patterns, for which the author also participated in building a society game. Migration has been mapped by means of story maps as well, but also using Gephi network analysis. The effects of the anthropic hazard of war on letting large amounts of population move (migration) are also relevant for the session.

How to cite: Bostenaru Dan, M.: The 1834 Ermellek earthquake effects and the architecture of migration after war in Baroque times, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6825, https://doi.org/10.5194/egusphere-egu2020-6825, 2020.

EGU2020-21156 | Displays | NH9.4

Romanian-Hungarian cooperation in the field of reduction of seismic risk to infrastructures

Maria Bostenaru Dan, Cristina Olga Gociman, Mirela Adriana Anghelache, and Orsolya Kegyes-Brassai

Between the Ion Mincu University of Architecture and Urbanism in Bucharest, Romania and the Szechenyi Istvan University in Gyor, Hungary a cooperation agreement was concluded between the first and fourth author regarding disaster management. A first step was taken in January 2020 starting the reciprocical visits by a visit of the third author to the Romanian university. Exchange encompassed participation to master level courses at the Master Urban Design (urban prospective: urban vulnerability and protection of localities against risks, the later taught by the second author, who is also a titular member of the doctoral school) and a lecture at the doctoral school with discussions moderated by the first and third authors. The conclusions were discussed with the master students as well. The innovative in the cooperation is that it regards how urban planners can contribute to disaster management and infrastructures in a field where they can best plan. Master students learn how to design urban projects while doctoral candidates do research in this, and are thereof complementary. Cooperation will continue by various national and bilateral schemes. This contribution shows the conclusions of the discussions.

How to cite: Bostenaru Dan, M., Gociman, C. O., Anghelache, M. A., and Kegyes-Brassai, O.: Romanian-Hungarian cooperation in the field of reduction of seismic risk to infrastructures, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21156, https://doi.org/10.5194/egusphere-egu2020-21156, 2020.

EGU2020-6512 | Displays | NH9.4

Risk and Vulnerability Assessment of Power grid under Seismic Hazards

Kaiwen Li, Kai Liu, and Ming Wang

Abstract: Power grids are one of the most important and complex infrastructure systems in our society. The components of power grid systems are susceptible to damage due to natural hazards and may lead to cascading failures of the system. Here, for the first time, we propose an integrated risk assessment framework for power grid system that combines: (1) geospatial and voltage level information of Chinese power grid and corresponding location of transmission towers; (2) stochastic earthquake scenarios that are generated based on a seismicity model and the Monte Carlo method and (3) cascading failure model to analyze the number of affected population under various power grid initial loads and capacities. This methodology is employed to evaluate the seismic risk of Chinese power grid system, where affected population is regarded as vulnerability metrics. The results show that Beijing, Hebei province and central area of Shandong and Qinghai province, eastern area of Sichuan province as well as southern area of Xinjiang province have higher seismic risk, which indicates high-aseismic measures should be adopted in the aforementioned areas. Meanwhile, we also found that the increase of capacity of the whole power grid will result in and increasing robustness of the power grid system and decreasing affected population.

How to cite: Li, K., Liu, K., and Wang, M.: Risk and Vulnerability Assessment of Power grid under Seismic Hazards, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6512, https://doi.org/10.5194/egusphere-egu2020-6512, 2020.

NH9.5 – Drought risk, vulnerability and impact assessment: achievements and future directions

EGU2020-9499 | Displays | NH9.5

Cascading effects of the 2018-2019 German drought: empirical evidence from media reports

Mariana Madruga de Brito and Christian Kuhlicke

During 2018-2019 Germany experienced a severe drought which affected 90% of its territory, especially the North and the East. Its consequences have been far-reaching for agriculture, forestry and aquatic ecosystems. Low water levels, including at the Rhine, impaired waterborne transportation, which led to increased energy prices. Furthermore, nuclear power stations lowered their production or shut down and hydropower and industrial outcomes were reduced. Despite these consequences, the inter-sectoral effects of the 2018-2019 German drought are still largely unexplored due to the inherent complexity in their assessment.

This study seeks to close this gap by providing a methodology for characterizing drought impacts and its interdependencies at the district level. The proposed approach allows understanding the compounding and cascading consequences of long-term droughts as a socio-economic and ecosystem disturbance. To this end, we conducted a comprehensive analysis of the 2018-2019 drought impacts across Germany based on a quantitative content analysis of 5.074 newspaper articles published between April 2018 and August 2019. A total of 4.878 unique impacts within 25 sub-categories were identified. These were then analyzed over time and space, aiming to identify emerging trends. Additionally, network analysis was employed to better understand the dynamics and interrelationships between the cross-sectoral impacts. Validation was conducted by carrying out a correlation analysis between the obtained results and the monthly soil moisture index, crop losses statistics and the population drought awareness.

The developed coding system was in 95.4% of the cases accurate, meaning that the proposed approach can provide reliable information for classifying a large amount of data. Results highlight the complex nature of assessing drought impacts, describing the propagation of drought and related direct and indirect impacts across various sectors. Overall, agriculture was severely affected in most of the districts in 2018 whereas impacts on forestry were predominant in 2019. As expected, the reduction of crop productivity was closely interlinked with impacts such as early harvesting of crops, shortage of feed, reduction of livestock, economic losses and need for government assistance. The frequency of the impacts varied regionally, with losses to industry concentrated in Nordrhein-Westfalen and impacts to livestock farming concentrated in Sachsen-Anhalt. To the best of our knowledge, the collected and analyzed impact report data constitutes the first attempt to quantify the cascading effects of drought impacts across NUTS 3 regions. The proposed methodology can be applied to other study areas and results can support policy-planning and inform drought impacts forecasting.

How to cite: Madruga de Brito, M. and Kuhlicke, C.: Cascading effects of the 2018-2019 German drought: empirical evidence from media reports, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9499, https://doi.org/10.5194/egusphere-egu2020-9499, 2020.

EGU2020-20505 | Displays | NH9.5

Combining global and local models and data for sector-specific water scarcity risk assessments in mega-cities

Dimmie Hendriks, Sophie Vermooten, Maaike van Aalst, Niels Mulder, Diana Morales Irato, Lieke Hüsken, and Marta Faneca Sànchez

An increasing number of mega-cities, such as Cape Town and São Paulo, are confronted with increasing droughts as well as an increase in water demand. Inevitably, this leads to an increasing pressure on the available water resources and associated risks and economic impact for the water dependent sectors, such as drinking water supply, industry, energy production, agriculture, and nature.

Here, we present the WaterLOUPE approach (https://deltares.nl/waterloupe) to estimating water scarcity risk for mega-cities and their surrounding catchment that combines the global model PCR-GLOBWB and global datasets (e.g. Shared Socioeconomic Pathways and OECD Economic Outlook) with local datasets and local expert knowledge. Data and models provide the required information to estimate the water scarcity hazard, level of exposure of the relevant sectors and their vulnerability. With our approach we estimate sector-specific risks at the spatial scale of sub-catchments or municipalities. Moreover, the water scarcity risk is provided both for the current situation and future climatic and socio-economic scenarios.

Our approach has been tested, both technically and through stakeholder workshops, in several case studies (São Paolo, Cape Town, Cali, and Tel Aviv-Yafo). The results of our sector-specific water scarcity risk calculations have shown to reflect the local situation of water users in mega-cities very well. As such, the outcomes of the approach have provided a useful knowledge base that enables stakeholders in the catchment to discuss water scarcity risk, which is a first step to collaboration on mitigation and adaptation strategies to decrease water scarcity risks in mega-cities.

Overall, it can be concluded that although climate change tends to decrease water availability, the main drivers of the water scarcity risk are socioeconomical and are related to the strong growth of water demand and the high vulnerability of specific water users. Generally, it was found that water scarcity risks for poor households, small scale farmers, local businesses and nature are relatively high, also under moderate drought conditions. On the other hand, the risks for industries and non-poor households are low to moderate even in more drought prone areas or periods. In most cases the level of water scarcity risk is expected to increase in the future, underlining the urgency for mega-cities to develop actionable and inclusive strategies to mitigate and adapt to the new normal of increasing water stress.

How to cite: Hendriks, D., Vermooten, S., van Aalst, M., Mulder, N., Morales Irato, D., Hüsken, L., and Faneca Sànchez, M.: Combining global and local models and data for sector-specific water scarcity risk assessments in mega-cities, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20505, https://doi.org/10.5194/egusphere-egu2020-20505, 2020.

Drought risk refers to the potential losses imposed by a drought event, and it is generally characterized as a function of vulnerability, hazard, and exposure. Here, we assess drought risk at a national level across Africa by considering climate change, population growth, and socioeconomic vulnerabilities. Drought vulnerability is quantified using a rigorous multi-dimensional framework based on 28 factors from six different sectors of economy, energy and infrastructure, health, land use, society, and water resources. Various analyses are conducted to assess the reliability and accuracy of the proposed drought vulnerability index (DVI). A multi-model and multi-scenario framework is employed to quantify drought hazard using a multitude of regional climate models. Drought risk is then assessed for 2 climate emission pathways (RCP4.5 and RCP8.5), 3 population scenarios, and 3 future vulnerability scenarios in each country during 2010-2100. Drought risk ratio is calculated for each scenario, and the role of each component (i.e. hazard, vulnerability, and exposure) is identified, and the associated uncertainties are also characterized. Results show that drought risk is expected to increase in future across Africa with varied rates for different models and scenarios. Although northern African countries indicate aggravating drought hazard, drought risk ratio is found to be highest in central African countries as a consequent of unprecedented vulnerability and population rise in the region. Results indicate that controlling the population growth is imperative for mitigating drought risk since it improves socioeconomic vulnerability and reduces potential exposure to drought. Meanwhile, climate change will considerably exacerbate drought and heat-stress hazards. Our findings show that global warming will escalate heat-stress mortality risk across Central Africa to unprecedented levels. It is revealed that unfortunately, the poorest countries (that have least contribution to climate change) are expected to be most impacted, and they will experience markedly higher risk ratios compared to the wealthier nations.

How to cite: Ahmadalipour, A. and Moradkhani, H.: Drought and heat-stress mortality risks: Assessing the role of climate change, socioeconomic vulnerabilities, and population growth, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21415, https://doi.org/10.5194/egusphere-egu2020-21415, 2020.

EGU2020-21757 | Displays | NH9.5

Development of Drought Risk Assessment Index for Local Comparisons

Heewon Jee, Hyeonju Kim, Daeho Kim, Tae-Ho Kang, and Young-Oh Kim

Numerous drought indices assess only hazard; however, very few indices take account into potential vulnerability and risk. Even though drought is one of the natural disasters that affect the socio-economic sphere, these indices do not reflect social capabilities. As an alternative, we proposed Drought Risk Index (DRI) developed by combining frameworks from Intergovernmental Panel on Climate Change(IPCC) and World Risk Index(WRI). DRI consists of three components such as Hazard, Exposure, Capacity. Hazard represents the reason factor causing damage and computed mainly by climate characteristics (e.g. monthly precipitation) while Exposure considers the objects exposed to disaster and calculates by the amount of the water demand (agricultural, industrial, and municipal sectors). In the case of Capacity, it indicates the ability of society to prepare or handle disasters and subdivides into adaptive and coping capacities; the adaptive capacity is calculated by institutional & financial abilities, and coping capacity by water resource facilities and response abilities. The proposed framework for DRI was tested under the specific focus on the local scale comparison of drought risk as a disaster at the Korean Peninsula. We aim at providing the basic tools for national drought management policies and plans.

How to cite: Jee, H., Kim, H., Kim, D., Kang, T.-H., and Kim, Y.-O.: Development of Drought Risk Assessment Index for Local Comparisons, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21757, https://doi.org/10.5194/egusphere-egu2020-21757, 2020.

Do droughts have a causal effect on economic development? Based on meteorological observations, I construct a global data set of drought events occurring in 183 countries over the period 1960-2018. Identifying the drought exposure for each of earth’s 0.5° x 0.5° grid cell, I maintain the local information of drought shocks which economic agents experience. To identify the causal impact of droughts on long-run economic growth, I model economic growth as an impulse-response function in contemporaneous and historical area-averaged drought exposure. Exploiting the random natural variation in weather realizations as the source for exogenous within-country variation in drought exposure, I find that higher drought exposure causes slower economic development in poor, but not in rich, countries. National incomes in poor countries decline and keep declining 16 years following a drought. Specifically, a one standard deviation increase in drought exposure lowers GDP p.c. by 1.1 percentage points 16 years later. To understood why populations successfully adapt to climatic hazards in some dimensions and fail in others and which factors contribute to (successful) adaptation, I examine through which channels droughts affect economic development and estimate the extent of adaptation to drought.

How to cite: Marbler, A.: Drying Development – The Causal Effect Droughts on (Long-Term) Economic Growth, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21683, https://doi.org/10.5194/egusphere-egu2020-21683, 2020.

EGU2020-2096 | Displays | NH9.5

Detection of drought-related human migration and population change on the North American Great Plains

Robert McLeman, Clara Grieg, George Heath, and Francesca Fontanella

Rural migration responses to drought are complex, context specific, and multi-directional. Migration is one of many possible adaptive responses to drought, and is typically initiated only after other, less disruptive strategies have been attempted. The potential for drought to stimulate migration or displacement is inversely related to the range of alternative adaptation options available to households, and is lowered through coordinated vulnerability-reduction mechanisms such as institutional water-management regimes and crop insurance programs. When drought-related migration does occur, it tends to flow along pre-existing social networks to known destinations, which are usually urban centres within the same state/country or in contiguous ones. Using a mixed-methods approach that combines geospatial tools, quantitative methods (i.e. random forest and spatial regression) and qualitative data gathered through archival research and local interviews, we have generated detailed models of the changing influence over time of drought on rural population patterns on the North American Great Plains. In this presentation we highlight key findings from our work, describe data needs and limitations, discuss the predictive power of various quantitative methods, identify non-climatic variables that mediate migration outcomes, and emphasize the importance of mixed-methods approaches.

How to cite: McLeman, R., Grieg, C., Heath, G., and Fontanella, F.: Detection of drought-related human migration and population change on the North American Great Plains, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2096, https://doi.org/10.5194/egusphere-egu2020-2096, 2020.

EGU2020-21519 | Displays | NH9.5

Drought Management Plans in Spain: Are we improving the way we manage drought?

Julia Urquijo Reguera, María Teresa Gómez Villarino, and Lucia De Stefano

Droughts affect all the socio-economic sectors and can have negative impacts on the environment. They are expected to increase in frequency and severity due to climate change, which makes their effective management a policy priority. Drought Management Plans (DMPs) are considered to be a key instrument to deal with drought in a proactive way, as they establish a framework for coordinated action when drought sets in. The development of DMPs is still incipient worldwide and the evaluation of their quality and performance is still very limited. In Spain, DMPs at river basin level were first approved in 2007. Following the legal obligation set in the Spanish law, those DMPs were revised after 10 years and a new version was approved in 2018. In order to analyze the adequacy, pertinence and utility of those plans, we developed a protocol based on content analysis for evaluating the DMPs of the eight river basins that are managed by the Spanish Central Government. We set the evaluation criteria using official guidelines and scientific literature on drought preparedness and we compared the first and the second round of DMPs to identify the main improvements, gaps and challenges. The comparison was both qualitative and quantitative, through the establishment of quality criteria/indicators.

The analysis showed that the scope and content of the DMPs is more homogeneous and consistent in 2018 than in 2007. Some aspects have clearly improved between the two planning periods, like the distinction between drought and water scarcity, the definition of indices to trigger different levels of drought alert and the inclusion of measures for drought management and coordination. Other issues still need further improvements, especially those related to the analysis of drought impacts, the assessment of vulnerability and the ex-post evaluation of DPM performance.

The DMPs developed for the Júcar and Segura river basins, both located in the Mediterranean region and prone to severe droughts, received the highest score according to our assessment criteria. All the DMPs show some improvements between 2007 and 2018, but the largest increase corresponds to the Duero river basin while the least is for the Júcar.

How to cite: Urquijo Reguera, J., Gómez Villarino, M. T., and De Stefano, L.: Drought Management Plans in Spain: Are we improving the way we manage drought? , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21519, https://doi.org/10.5194/egusphere-egu2020-21519, 2020.

EGU2020-19544 | Displays | NH9.5

A spatially explicit assessment of drought risk for irrigated and rainfed agricultural systems at the global scale

Isabel Meza, Stefan Siebert, Petra Döll, Jürgen Kusche, Claudia Herbert, Ehsan Eyshi Rezaei, Hamideh Nouri, Helena Gerdener, Eklavyya Popat, Janna Frischen, Gustavo Naumann, Jürgen V. Vogt, Yvonne Walz, Zita Sebesvari, and Michael Hagenlocher

Drought is a recurrent global phenomenon considered one of the most complex hazards with manifold impacts on communities, ecosystems, and economies. While many sectors are affected by drought, agriculture’s high dependency on water makes it particularly susceptible to droughts, threatening the livelihoods of many, and hampering the achievement of the Sustainable Development Goals. Identifying pathways towards more drought resilient societies by analyzing the drivers and spatial patterns of drought risk is of increasing importance for the identification, prioritization and planning of risk reduction, risk transfer and adaptation options. While major progress has been made regarding the mapping, prediction and monitoring of drought events at different spatial scales (local to global), comprehensive drought risk assessments that consider the complex interaction of drought hazards, exposure and vulnerability factors are still the exception.

Here, we present, for the first time, a global-scale drought risk assessment at national level for both irrigated and rain-fed agricultural systems. The analysis integrates (1) composite drought hazard indicators based on historical climate conditions (1980-2016), (2) exposure data represented by the harvest area of irrigated and rainfed systems, and (3) an expert-weighted set of social-ecological vulnerability indicators. The latter were identified through a systematic review of literature (n = 105 peer-reviewed articles) and expert consultations (n = 78 experts). This study attempted to characterize the average drought risk for the whole study period.

Results show that drought risk of rain-fed and irrigated agricultural systems display different heterogeneous patterns at the global level with higher risk for southeastern Europe, as well as northern and southern Africa. The vulnerability to drought highlights the relevance to increase the countries’ coping capacity in order to reduce their overall drought risk. For instance, the United States, which despite being highly exposed to drought hazard, has low socio-ecological susceptibility and sufficiently high coping capacities to reduce the overall drought risk considerably. When comparing irrigated and rain-fed drought hazard/exposure, there are significant regional differences. For example, the northern part  of Central Africa and South America have low hazard/exposure levels of irrigated crops, resulting in a low total risk, although high vulnerability characterize these regions. South Africa, however, has a high amount of rain-fed crops exposed to drought, but a lower vulnerability compared to other African countries. Further, the drivers of drought risk vary substantially across and within countries, calling for spatially targeted risk reduction and adaptation options.

Findings from this study underline the relevance of analyzing drought risk from a holistic and integrated perspective that brings together data from different sources and disciplines and based on a spatially explicit approach. Being based on open-source data, the approach allows for reproduction in varying regions and for different spatial scales, and can serve as a blueprint for future drought risk assessments for other affected sectors, such as water supply, tourism, or energy. By providing information on the underlying drivers and patterns of drought risk, this approach supports the identification of priority regions and provides entry points for targeted drought risk reduction and adaptation options to move towards resilient agricultural systems.

How to cite: Meza, I., Siebert, S., Döll, P., Kusche, J., Herbert, C., Eyshi Rezaei, E., Nouri, H., Gerdener, H., Popat, E., Frischen, J., Naumann, G., Vogt, J. V., Walz, Y., Sebesvari, Z., and Hagenlocher, M.: A spatially explicit assessment of drought risk for irrigated and rainfed agricultural systems at the global scale, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19544, https://doi.org/10.5194/egusphere-egu2020-19544, 2020.

EGU2020-18879 | Displays | NH9.5

A culture of proactive drought management? Unraveling the perception and management of droughts in Swedish municipalities.

Claudia Teutschbein, Frederike Albrecht, Thomas Grabs, and Malgorzata Blicharska

EGU2020-7556 | Displays | NH9.5

An approach to assess drought vulnerability with multi criteria analysis

Gyumin Lee, Kyung Soo Jun, and Minsung Kwon

This study is aimed to establish an approach for estimating drought vulnerability using multi criterion decision making methods. Drought has spatially wide-ranging effects, its duration is difficult to predict, and long-lasting damages. For this reason, the conversion of drought damage into an amount of money or physical quantity is difficult. Accordingly, policy makers and researchers have difficulty in securing grounds for determining countermeasures against drought disasters. Thus, to determine drought vulnerability, factors with long-term impact on social and economics need to be taken into account. The evaluation approach consisted of three stages: evaluation factor and weight identification, database construction, evaluation data and weight combination. In this study, the factors to assessing drought vulnerability was identified using Delphi method, and the drought vulnerability was determined by the TOPSIS method which is a widely used MCDM method.

How to cite: Lee, G., Jun, K. S., and Kwon, M.: An approach to assess drought vulnerability with multi criteria analysis , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7556, https://doi.org/10.5194/egusphere-egu2020-7556, 2020.

EGU2020-1204 | Displays | NH9.5

Understanding drought stress in winter wheat using UAV thermal and multispectral data

Vita Antoniuk, Junxiang Peng, Kiril Manevski, Kirsten Kørup Sørensen, Rene Larsen, and Mathias Neumann Andersen

This abstract is for SUPPORT APPLICATION.

Drought is the most significant stress that reduces crop yield, hence, agricultural irrigation is the major consumer of freshwater worldwide. There is everlasting need to improve irrigation applications in order to increase water use efficiency and save water. Conventional methods to estimate crop water status and within-field variability are precise, yet, highly demanding for time and manpower. Remote sensing in the reflective and the emissive spectrum with unmanned aerial vehicle (UAV) holds potential to detect drought stress by observing canopy status over a larger area. A common method to detect drought stress using UAV thermal imagery is the Crop Water Stress Index (CWSI), which does needs improvement and parametrization for cereal crops such as winter wheat.
Field experiment with winter wheat was performed in 24 plots (30 m x 30 m) under three different irrigation regimes in 2018 (drought year) and 2019 (normal year) in Denmark. Thermal and multispectral data on UAV scale were collected during the growth period. Plant physiology, i.e., stomatal conductance, leaf water potential and canopy cover was measured, in addition to soil water content. Crop water deficit was estimated through comparison of the variability of canopy temperature and plant physiological changes. The resulting correlation pointed on clear possibility to quantify crop water status using thermal data, which is useful to develop a site-specific application of irrigation. Further work involves parameterization of CWSI and calculation of and comparison with other indices to test for improvements.

How to cite: Antoniuk, V., Peng, J., Manevski, K., Sørensen, K. K., Larsen, R., and Andersen, M. N.: Understanding drought stress in winter wheat using UAV thermal and multispectral data, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1204, https://doi.org/10.5194/egusphere-egu2020-1204, 2020.

EGU2020-5453 | Displays | NH9.5

Drought impact assessments for crop production need to be crop-specific

Hamideh Nouri, Ehsan Eyshi Rezaei, and Stefan Siebert

By an additional 83 million people to the world’s population every day, the global population is expected to reach about 9.8 billion by 2050. Feeding these billions is one of the challenges of this century, and extreme events like droughts bring more complexity to the challenge of global food security. Previous agricultural drought studies on the regional or national scale revealed that drought affects specific crops differently; however, these studies are limited to a few major crops or specific regions. Here we analyse for the first time, to our knowledge, crop responses to drought for 25 rainfed crops on a global scale and differentiate crop responses to aridity and drought for thirty years (1986-2016). We use actual and potential crop evapotranspiration calculated by the Global Crop Water Model (GCWM) and develop the two indicators of Crop Drought Index (CDI) and Aridity Index (AI) to investigate the effect of water stress on crop production worldwide. We show crops’ behaviours in extreme drought events differ in time and space. Years with the most severe drought events also differed for the specific crops. To interpret the impacts of drought and aridity on individual crops in specific locations, and avoid any misperception on their potential damages, we map crop-specific AI and crop-specific CDI of all 25 crops during the study period. We compare the spatio-temporal variation of CDI against a global map of AI for each crop to reflect different impacts of long-term water stress experience (aridity) against extreme events (drought). We learn different crops have different responses to aridity and drought. Our findings are of critical importance for drought-resilient agricultural plans and may help to guide the implementation of food security and food aid strategies.

 

How to cite: Nouri, H., Eyshi Rezaei, E., and Siebert, S.: Drought impact assessments for crop production need to be crop-specific, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5453, https://doi.org/10.5194/egusphere-egu2020-5453, 2020.

EGU2020-8491 | Displays | NH9.5

Sensitivity analysis of drought indices under substantially different agricultural systems in North and South Koreas

Seonyoung Park, Jongmin Yeom, Jeongho Lee, Jaese Lee, Jungho Im, Hongtak Lee, Heeseob Kim, and Tae-Byeong Chae

Rice is a staple food in the North and South Koreas. Rice yield is closely related to water supply including irrigation, precipitation, and soil water. Drought typically occurs due to the lack of precipitation, and prolonged drought leads to the decrease of soil water, which results in plant water stress. Drought monitoring is crucial for agricultural mitigation because it enables us to estimate rice production in a timely manner. The purpose of this study is to suggest an optimal drought index for monitoring agricultural drought over North and South Koreas. Although North and South Koreas have similar climate conditions, they have different levels of infrastructure for agriculture such as irrigation facilities. In this study, nine satellite-based drought indices were used and evaluated based on in situ measurements at weather stations including Standardized Precipitation Index (SPI) and rice yield. Drought indices were calculated using the Global Land Data Assimilation System (GLDAS) soil moisture, Tropical Rainfall Measuring Mission (TRMM) precipitation, Moderate Resolution Imaging Spectroradiometer (MODIS) Land Surface Temperature (LST) and Normalized Difference Vegetation Index (NDVI). Since various drought indices have been developed with their own purpose, considering the characteristics of the study area under investigation, their applications for other regions are relatively limited. Thus, comparison of various drought indices is needed to identify an optimal drought index for a certain area. The measurable objectives of this research were to 1) compare the characteristics of drought depending on the properties of drought indices such as temperature, vegetation, precipitation, and soil moisture and 2) evaluate various drought indices using SPIs and rice yield data. The performance of the drought indices was evaluated using correlation coefficient values (R) for reference data (i.e., SPI and rice yield). As expected, drought indices including NDVI showed positive relationships with rice yield in both regions (averaged R=0.37). Meanwhile, temperature based drought indices showed negative relationships with rice yield in both regions because high temperature means high solar radiation, which is essential to rice production. While the correlation coefficient between precipitation based indices and rice yield was positive in North Korea (averaged R=0.34), it was negative in South Korea (averaged R=-0.26). The opposite pattern by area is because South Korea (117,457 irrigation Canals) has more artificial controls over agricultural land such as irrigation facilities and reservoirs than North Korea (51,400 irrigation Canals).

How to cite: Park, S., Yeom, J., Lee, J., Lee, J., Im, J., Lee, H., Kim, H., and Chae, T.-B.: Sensitivity analysis of drought indices under substantially different agricultural systems in North and South Koreas, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8491, https://doi.org/10.5194/egusphere-egu2020-8491, 2020.

EGU2020-7960 | Displays | NH9.5

Quantifying the co-occurrence of hydrological, meteorological, and agricultural droughts on a global scale

Lauri Ahopelto, Marko Kallio, Matias Heino, Pekka Kinnunen, Amy Fallon, and Matti Kummu

Droughts affect more people around the world than any other natural hazard and are projected to intensify due to climate change. Droughts have traditionally been divided into four broad categories: socio-economic, meteorological, agricultural, and hydrological. While the common cause for drought is abnormally low precipitation, different drought types may be caused by other factors, such as increased evaporation or anthropogenic influence.

The different drought types are often studied separately, but they are not independent of each other and they often co-occur. We quantify the co-occurrence of meteorological, agricultural, and hydrological droughts at global scale, to our knowledge for the first time. We use the 3-month Standardised Precipitation and Evaporation Index (SPEI), 1-month Soil Moisture Anomaly (SMA) and 3-month Standardised Streamflow Index (SSI) as proxies for meteorological, agricultural, and hydrological droughts, respectively. We compute the drought indices for globally at sub-basin scale for years 1981-2010, using the newly published HydroATLAS level 8 catchments (average size of approximately 750 km2) as spatial units. Each unique meteorological, agricultural, and hydrological drought event is characterised by the commonly used duration, intensity and severity metrics. The co-occurrence of different severe drought events is defined by using the spatial and temporal intersection of the identified events. We analyse the co-occurrence of severe drought events using Association Rules data mining method in order to quantify the relationship between the drought types, and their co-occurrence.

Our results indicate that the global average probability of co-occurrence of all three drought types in a single drought event is 30%. The probability of the occurrence of a single drought type is 61% (SMA), 64% (SPEI) and 69% (SSI) of all unique drought events. However, these figures vary considerably between continents. Interestingly, we find that SMA and SPEI are poor predictors to SSI, which might be attributed to the different nature of the processes, as streamflow is affected by upstream conditions. Precipitation and soil moisture are more local processes with weaker links to anthropogenic influence, irrigated areas being an obvious exception. We also detect an increasing global trend in severe drought events and the co-occurrence of drought types. Our results, however, are likely sensitive to the chosen indices, thresholds and the definition of co-occurrence, thus further studies are needed.

We argue that quantifying the co-occurrence of different drought types provides important information for early warning systems and drought management planning. It may also be useful for the development of comprehensive composite drought indicators. Understanding the linkages between drought types may support longer-term, proactive drought management planning that is better tailored to regional climates.

How to cite: Ahopelto, L., Kallio, M., Heino, M., Kinnunen, P., Fallon, A., and Kummu, M.: Quantifying the co-occurrence of hydrological, meteorological, and agricultural droughts on a global scale, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7960, https://doi.org/10.5194/egusphere-egu2020-7960, 2020.

A variety of drought indices have been constructed to monitor agricultural drought using ground and satellite data. Our study aimed to evaluate the performance of drought indices to indicate agricultural drought in China. Seven drought indices of four types were selected over the main agricultural regions of China: indices based on regular meteorological data (DImet), indices based on vegetation index (DIvi), indices based on soil moisture (DIsm), and synthesized indices (DIsyn). The independent reference data used here included three aspects: soil moisture, vegetation photosynthesis and crop yield data. The latter two reference datasets were selected to check drought impact on agriculture. Drought indices with short timescales are more sensitive to topsoil moisture. Drought indices have different abilities to capture vegetation photosynthesis condition during the growing season. Expect for the Yangtze region and North China region during the wheat growing season, the DImet and DIsyn show significant positive correlations with the sun-induced chlorophyll fluorescence (SIF), while the other drought indices have weaker or no correlations. For crop yield, the prediction ability of the drought indices show a similar pattern with the results for vegetation photosynthesis but with relatively large uncertainty. Generally, our study show that DImet have better or equivalent performance than that of the other types of drought indices, and DIsyn show the widest applicability. Our study may shed light on agricultural drought research in the future.

How to cite: Zhao, Z. and Wang, K.: Capability of existing drought indices in reflecting agricultural drought in China, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8845, https://doi.org/10.5194/egusphere-egu2020-8845, 2020.

EGU2020-8986 | Displays | NH9.5

A Spatially Transferable Drought Hazard and Drought Risk Modeling Approach Based on Remote Sensing Data

Maximilian Schwarz, Tobias Landmann, Natalie Cornish, Karl-Friedrich Wetzel, Stefan Siebert, and Jonas Franke

This study presents a new methodology for spatially explicit and globally applicable drought hazard, vulnerability and risk modelling. We focused on agricultural droughts since this sector affects the food security and livelihood situation of the often most vulnerable communities especially in developing countries. Despite recent advances in drought modeling, coherent and spatially explicit information on drought hazard, vulnerability is still lacking over wider areas. In this study a spatially explicit inter-operational drought hazard, vulnerability and risk modeling framework was investigated for agricultural land, grassland and shrubland areas. The developed drought hazard model operates on a higher spatial resolution than most available global drought models while also being scalable to other regions. Initially, a logistic regression model was developed to predict drought hazard for rangelands and cropland in the USA. The model results showed a good spatiotemporal agreement within the cross-verification with the United States Drought Monitor (USDM), using visual interpretation. Subsequently, the explicit and accurate drought hazard model was transferred and calibrated for South Africa and Zimbabwe, where a simplified drought risk indicator was calculated by the combination of drought hazard and drought vulnerability. The drought hazard model used time series crop yields data from the Food and Agriculture Organization Corporate Statistical Database (FAOSTAT) and biophysical predictors from satellite remote sensing (SPI, NDII, NDVI, LST, albedo). The McFadden’s Pseudo R² value of 0.17 indicated a good model fit for drought hazard in South Africa. Additionally, the plausibility of the model results in Southern Africa was evaluated by using regional climate patterns, published drought reports and through visual comparison to a global drought risk model and food security classification data. Drought risk and vulnerability were also assessed for Southern Africa and could be mapped in a spatially explicit manner, showing, for example, lower drought risk and vulnerability over irrigated areas. This developed modeling framework can be applied globally, since it uses globally available datasets and therefore can be easily modified to account for country-specific conditions. Additionally, it can also capture regional drought patterns on a higher spatial resolution than other existing global drought models. This model addressed the gap between global drought models, that cannot accurately capture regional droughts, and sub-regional models that may be spatially explicit but not spatially coherent. The approach of this study can potentially be used to identify risk and priority areas and possibly in an early warning capacity while enhancing existing drought monitoring routines, drought intervention strategies and the implementation of preparedness measures.  

How to cite: Schwarz, M., Landmann, T., Cornish, N., Wetzel, K.-F., Siebert, S., and Franke, J.: A Spatially Transferable Drought Hazard and Drought Risk Modeling Approach Based on Remote Sensing Data, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8986, https://doi.org/10.5194/egusphere-egu2020-8986, 2020.

EGU2020-11950 | Displays | NH9.5

A Study on the Establishment of Criteria for Reduction measures of Mega Drought in Korea

Park MooJong, Song Youngseok, Lee Heesup, and Park Juhyeok

Recently, climate change due to global warming has been frequented by large-scale weather disasters that have not been experienced in the past. Among various weather disasters, drought is one of the representative weather disasters in Korea recently along with heavy rains. In the case of drought, it occurs in a wide range in the short term and long term, and it is difficult to identify specific occurrence times, places, and causes, and damage and influence are enormous.

In the past, the Republic of Korea has been prepared with non-structural measures such as securing irrigation water for drought restoration, developing emergency management, and developing a drought information system based on drought index. The reduction measures for drought degradation were mainly used by Palmer Draught Severity Index (PDSI), Standardized Precision Index (SPI), Crop Moisture Index (CMI), Crop Specific Drug Index (CMI), and Profication (DICS Index), and Survey.

In this study, we intend to establish standards for reducing drought damage by investigating and analyzing drought damage characteristics in Korea. In the past, drought damage in Korea occurred in agriculture, living and industry, and the ministry manages and stores the data on drought damage. The drought damage in South Korea from 1965 to 2018 occurred a total of 204 times, mostly in South Gyeongsang and South Jeolla provinces, rather than in special cities and metropolitan cities. The purpose of this study is to analyze the characteristics of drought damage in Korea and establish the measures to reduce mega drought.

Acknowledges : This research was supported by a grant(2019-MOIS31-010) from Fundamental Technology Development Program for Extreme Disaster Response funded by Korean Ministry of Interior and Safety(MOIS).

How to cite: MooJong, P., Youngseok, S., Heesup, L., and Juhyeok, P.: A Study on the Establishment of Criteria for Reduction measures of Mega Drought in Korea, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11950, https://doi.org/10.5194/egusphere-egu2020-11950, 2020.

Due to the effects of extreme weather conditions, extreme disasters such as floods and droughts are becoming more frequent worldwide.

In particular, drought is one of the long-term disasters unlike floods, with the greatest damage occurring in the agricultural sector in the event of a drought disaster.

This study investigated and analyzed the history of drought damage in Korea in the past, how the government responded to drought, and how to calculate the amount of drought damage in agriculture.

Based on the survey and analysis data, the methods for calculating agricultural drought damage in the past were supplemented, and realistic and practical methods for calculating agricultural drought damage were developed in consideration of regional characteristics in future drought disasters.

This research was supported by a grant(2019-MOIS31-010) from Fundamental Technology Development Program for Extreme Disaster Response funded by Korean Ministry of Interior and Safety(MOIS).

How to cite: Heesup, L. and moojong, P.: Development of Agricultural Damage Estimation Technique Considering Regional Characteristics, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12413, https://doi.org/10.5194/egusphere-egu2020-12413, 2020.

In recent years, the number of extreme disasters such as floods, droughts, and heat waves worldwide has been increasing. In the case of droughts, it is most important to manage water that is most closely related to human life in the event of a disaster and to anticipate and respond to damage in advance.

In this study, the methods for calculating domestic and foreign life and industrial water damage were reviewed, and the methods for estimating the amount of drought damages were developed so that local disaster managers could make decisions in the event of a drought, based on the living and industrial water data, which contained quantitative data.

This research was supported by a grant(2019-MOIS31-010) from Fundamental Technology Development Program for Extreme Disaster Response funded by Korean Ministry of Interior and Safety(MOIS).

How to cite: Park, J. and Park, M.: Development of a Drought Damage Estimation Technique for Living and Industrial Water Using Water Estimation Technique, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-12471, https://doi.org/10.5194/egusphere-egu2020-12471, 2020.

EGU2020-1639 | Displays | NH9.5

Drought impacts in Alpine regions – classifying and investigating the most affected sectors in heterogeneous mountain terrain

Ruth Stephan, Mathilde Erfurt, Veit Blauhut, and Kerstin Stahl

Drought is rarely associated with Alpine regions, but as documented in recent years droughts have caused a variety of impacts even in these humid mountain climates. Accordingly, a reduction of vulnerability to drought in Alpine and pre-Alpine regions is required in order to minimize future impacts from upstream to downstream areas and across political boundaries. Therefore, sound information of Alpine droughts as well as knowledge of their impacts is essential. But drought-specific data on the multiple economic losses in mountain regions are scarce and may differ from the usually assessed agriculturally-dominated lowlands. This study aims to clarify todays state of the art on drought impact information in Alpine regions and claims data needs for a comprehensive understanding of Alpine drought risk. More specifically, the objective is to systematically assess the differences of impacts specific to the Alpine region compared to non-Alpine regions. The hypothesis is that specific climate conditions due to the heterogeneous terrain and high altitudes determine the Alpine environment as well as the economical practices and societal adaptations, which differ strongly from lowlands. Subsequently, the sectoral-impacts in mountain regions might vary substantially, especially with regard to the onset and severity of impacts as well as their spatial and temporal extend. The European Drought Impact Report Inventory (EDII) compiles knowledge on the impacts of drought events across Europe from a variety of information sources based on more than 10,000 reported impacts. The current content of the EDIIs database was filtered to the Alpine Space region which make up about 15 % of all entries in all 15 main categories of the classification system. The main affected sectors are ‘agriculture and livestock farming’,’ ‘public water supply’ and ‘energy and industry’. The high proportion of impacts in the latter category is a main difference in the distribution of impacts compared to that of entire Europe. For the individual Alpine countries and regarding the detailed subtypes of the impacts, however, substantial variability was found among the different countries. To obtain a comprehensive risk assessment further research has to establish novel ways to collect more regional impact information for these strongly heterogeneous research areas, with respect to climate, topography and report languages.

How to cite: Stephan, R., Erfurt, M., Blauhut, V., and Stahl, K.: Drought impacts in Alpine regions – classifying and investigating the most affected sectors in heterogeneous mountain terrain , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1639, https://doi.org/10.5194/egusphere-egu2020-1639, 2020.

EGU2020-11927 | Displays | NH9.5

A Study on the Estimation of the Occurrence Frequency of Mega-drought by the Characteristics of Drought Damage

Song Youngseok, Kim Jinbok, Park Jongun, and Park Moojong

Unlike natural disasters such as typhoons, torrential rains and floods, drought is a disaster caused by long-term effects as well as short-term effects. The effect of drought is caused by damage from a short period of weeks to a long period of years, which causes extensive and enormous damage to agriculture, life, society and economy. In addition, the recent climate change has affected the frequency and scale of rainfall in the global temperature, so it is necessary to prepare measures against it.

The past studies on drought have been conducted using drought indexes such as agricultural, meteorological, and hydrological methods to evaluate drought. The representative drought indexes for each drought are Palmer Drought Severity Index (PDSI), Standardized Precipitation Index (SPI), Agricultural drought is Crop Moisture Index (CMI), Crop Specific Drought Index (CSDI), Hydrological drought is Surface Drought Water Supply Index (SWSI), Reclamation Drought Index (RDI) and so on are used. However, these drought indices are only used as a method of predicting the depth of drought, and do not give the actual number of drought occurrences.

In this study, we want to determine the frequency of Mega-drought occurrences in consideration of the drought damage characteristics that occurred worldwide from 1900 to 2018. The drought damages in the world were used by EM-DAT (the Emergency Events Database) which manages disaster data in CRED (Centre for Research on the Epidemiology of Disasters). Drought damages occurred in the world from 1900 to 2018 occurred more than once/years in 146 countries. The duration of drought persistence occurred in the country continuously for at least one to 17 years. The purpose of this study is to propose the criteria for mega drought by using the past victim data in connection with the incidence frequency.

Acknowledges : This research was supported by a grant(2019-MOIS31-010) from Fundamental Technology Development Program for Extreme Disaster Response funded by Korean Ministry of Interior and Safety(MOIS).

 

How to cite: Youngseok, S., Jinbok, K., Jongun, P., and Moojong, P.: A Study on the Estimation of the Occurrence Frequency of Mega-drought by the Characteristics of Drought Damage , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11927, https://doi.org/10.5194/egusphere-egu2020-11927, 2020.

EGU2020-21052 | Displays | NH9.5

Future climate change risk to forests in China responding to intensified dryness

Yunhe Yin, Danyang Ma, and Shaohong Wu

Variations in forest net primary productivity (NPP) reflects the combined effects of key climate variables on ecosystem structure and function, especially on the carbon cycle. We performed risk analysis indicated by the magnitude of future negative anomalies in NPP in comparison with the natural interannual variability to investigate the impact of future climatic projections on forests in China. The analysis was conducted mainly based on modifying the Lund–Potsdam–Jena Dynamic Global Vegetation Model, which was driven by five general circulation models (GCMs) simulations. Results from the multi-model ensemble showed that climate change risk of decreases in forest NPP would be more significant in higher emission scenario in China. Under relatively low emission scenarios, the total area of risk was predicted to decline, while for RCP8.5, it was predicted to first decrease and then increase after the middle of 21st century. The rapid temperature increases predicted under the RCP8.5 scenario would be probably unfavorable for forest vegetation growth in the long term. High-level risk area was likely to increase except RCP2.6. The percentage area at high risk was predicted to increase from 5.39% (2021–2050) to 27.62% (2071–2099) under RCP8.5. Climate change risk to forests was mostly concentrated in southern subtropical and tropical regions, generally significant under high emission scenario of RCP8.5, which was mainly attributed to the intensified dryness in south China.

How to cite: Yin, Y., Ma, D., and Wu, S.: Future climate change risk to forests in China responding to intensified dryness, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21052, https://doi.org/10.5194/egusphere-egu2020-21052, 2020.

NH9.6 – Natural hazard event and cost assessment for risk reduction and climate adaptation

EGU2020-10068 | Displays | NH9.6 | Highlight

An inventory of extreme events and their impacts: implications for changing risks and climate adaption

Ben Clarke, Friederike Otto, and Richard Jones

Extreme weather of increasing intensity and frequency is the sharp edge of climate change. Greater understanding of exactly how the risks to people and property from such events are changing is therefore of considerable value to society; it enables the effective allocation of resources for adaption planning and provides a foundation for cost-benefit analysis of mitigation policy. Moreover, the first global stocktake following the Paris Agreement aims to comprehensively detail climate change-related loss and countries’ adaption ambition. Thus there is a clear imperative for greater understanding of the drivers of extreme weather risks.

To this end, the emerging field of Extreme Event Attribution (EEA) is becoming increasingly able to attribute the specific meteorological conditions (or even the impacts) of an event to human-induced climate change. This provides a tangible, evidence-based bridge between the global phenomenon of climate change and the scales at which people live and decisions are made. However, EEA studies are currently undertaken on an ad-hoc basis, in part due to discrepancies in data availability in different regions but also the lack of comprehensive, coordinated efforts. To provide greater utility to vital policy questions, insights from EEA need to be integrated into a wider system for documenting past events and understanding drivers of change.

In accordance with this, we propose a standardised framework for recording historical extreme weather events in an inventory structure. In our method, existing hazard-loss databases such as EMDAT provide a basis for event selection and give some basic impact details. Then, additional impact information, as well as detail about the process chain leading from antecedent conditions to impacts (the ‘event narrative’), is researched from a range of academic, government and NGO sources. Finally, existing attribution literature provides the link, or lack thereof, to human climate change. The comprehensive nature of such an inventory will align with the remit of the global stocktaking process, and offers a new and valuable perspective for understanding and adapting to changing risks at both national and sub-national scales.

To demonstrate the framework, we will here present inventories of past extreme weather events for the UK and the Caribbean in the period 2000-2019. Specifically, we will explore the logic and methodology behind the inventory framework, and use these examples to consider potential applications as well as foreseen drawbacks to the concept.

How to cite: Clarke, B., Otto, F., and Jones, R.: An inventory of extreme events and their impacts: implications for changing risks and climate adaption, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10068, https://doi.org/10.5194/egusphere-egu2020-10068, 2020.

EGU2020-6531 | Displays | NH9.6

Climate Risk and Vulnerability Assessment in Azerbaijan’s mountain regions

Marc Zebisch, Stefano Terzi, Alice Crespi, Ruth Sonnenschein, and Stefan Steger

Mountain regions are an important hotspot of vulnerability to climate change. These ecosystems are experiencing a higher warming rate than other areas in the world, with severe consequences on the environment, the economy and society. This is particularly relevant for Azerbaijan’s mountain regions, where the climate change impacts on water management could lead to severe consequences on the main local socio-economic activities such as agriculture and livestock farming.

For these reasons, the Impact Chains (ICs) methodology has been applied within two regions of Azerbaijan to understand and investigate cause-effect chains of current and future risk from different type of climate hazards following the approach proposed in the Fifth Assessment Report (AR5) of the International Panel on Climate Change (IPCC). ICs provide a consolidated scheme which helps to better understand, systemize and prioritize the factors driving climate impact related risks in a specific system and to perform climate risk assessments. It includes the underlying root-causes of climate risk, hazard, exposure and vulnerability factors and their interactions coming from quantitative and qualitative information.

Here we present the ICs study for Azerbaijan’s mountain regions accounting for flood, drought, erosion, heat stress and forest fires identified as the most relevant hazards in the country.

Climate conditions and future hazard components were assessed looking at future daily temperature and precipitation data until 2099 from two RCP (Representative Concentration Pathways) scenarios provided by the Inter-Sectoral Impact Model Intercomparison Project (ISIMIP). The spatialized dataset is an ensemble of four global climate model simulations at a resolution of 0.5°x0.5°. In particular, the ISIMIP projections were exploited to extract the future evolution and spatial distribution over the region of relevant indicators for climate and climate hazards, including weather extremes and droughts.

The different levels of exposure and vulnerability were evaluated combining quantitative and qualitative information coming from spatial analysis, workshop discussion and questionnaires with local stakeholders and experts.

To finalize the risk assessment, the hazard, exposure and vulnerability components were combined through aggregation and normalisation techniques and risk indicators and hotspot maps for Azerbaijan’s mountain regions were developed.

The information provided by the ICs will be available to further analyse the risk processes and local dynamics, and to support local stakeholders in decision-making process and future investments on risk reduction and climate adaptation plans.

How to cite: Zebisch, M., Terzi, S., Crespi, A., Sonnenschein, R., and Steger, S.: Climate Risk and Vulnerability Assessment in Azerbaijan’s mountain regions, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6531, https://doi.org/10.5194/egusphere-egu2020-6531, 2020.

EGU2020-4662 | Displays | NH9.6

Cross-domain scenario data model for the matching of comparable disaster situations

Monika Friedemann, Fabian Henkel, Benjamin Barth, Jordi Vendrell, David Martin, Michael Nolde, and Torsten Riedlinger

Our ecosystems are facing increasingly extensive and complex natural disasters originating from natural or man-made hazards. Examples include the wild fires in Portugal 2017, Chile 2017, California 2018 and most recently Australia 2019/2020 as well as widespread flood events in Austria and the Czech Republic in 2013 and in Serbia and Croatia in 2014. These complex crisis situations highlight the increasing demands of stakeholders to monitor, anticipate, prepare for and learn from disasters. Research and innovation in this area needs to revolve around the expertise and guidance from practitioners in order to find solutions that are accepted and to benefit from their domain knowledge. In the European Commission (EC) H2020-funded project HEIMDALL on a Multi-Hazard Cooperative Management Tool for Data Exchange, Response Planning and Scenario Building we address the challenge of co-designing technological solutions for an improved adaptive emergency management at local, regional, national and European level with a multi-disciplinary group of experts including firefighters, police, emergency medical services, command and control and civil protection.

In order to find the most practical scenario-based solutions we follow a three-step approach: 1) Identification of immediate and long-term prevention and response planning activities that involve complex multi-hazard scenarios and information that needs to be represented in a conceptual scenario model to improve these activities; 2) Extension of that scenario data model by a harmonized lessons learnt data structure which allows stakeholders to capture experience of the emergency management in complex disasters; 3) Development and implementation of a scenario matching tool which allows users to find situations with a similar context, environmental conditions, hazard behaviour and stressed capabilities, from local storage as well as shared by other organizations. We believe that the combination of recording and matching scenarios including lessons learnt from prior incidents can improve the ability of stakeholders to learn and evolve from complex situations and thereby allow them to respond more effectively and operate more efficiently during disasters. Results of successive user exercises and evaluations of the implemented products and tools throughout the project underpin this assumption and at the same time indicate future research needs.

The HEIMDALL project has received funding from the European Union’s Horizon 2020 research and innovation program under grant agreement No 740689.

How to cite: Friedemann, M., Henkel, F., Barth, B., Vendrell, J., Martin, D., Nolde, M., and Riedlinger, T.: Cross-domain scenario data model for the matching of comparable disaster situations, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4662, https://doi.org/10.5194/egusphere-egu2020-4662, 2020.

EGU2020-13758 | Displays | NH9.6 | Highlight

Post-Event Reviews for building Wildfire Resilience: The case of Tasmania, Australia
not presented

Adriana Keating and John Handmer

Wildfire frequency and severity is dramatically increasing. Wildfires cause loss of life and destroy human and natural assets; smoke chokes cities; large fires release significant amounts of carbon; and fires can permanently change ecosystems so they are less effective carbon sinks. Countries with a history of wildfire, such as Australia, are facing unprecedented fires that outstrip response capacity.


Yet even in the worst catastrophes, scant attention is being paid to the massive potential for community-based initiatives to reduce risk and enhance resilience. The vast majority of wildfire reviews focus on suppression operations, and there is a clear need for these to be complemented with broader learning that provides holistic insights about how wildfire risk is generated, and how resilience might be increased.


This presentation will report on the findings from one such comprehensive and holistic review of a wildfire disaster in southwest Tasmania, Australia, in January 2019. The event resulted in a locally unprecedented human and animal evacuation, and burnt through large swathes of precious wilderness world heritage area. Utilising the Post-Event Review Capability (PERC) methodology, this study investigated the causes, successes and failures of this disaster. This presentation will present findings and recommendations that are locally actionable yet provide a number of generalised lessons pertinent across multiple risk contexts. Findings demonstrate the significance of community-based actions for wildfire risk management.

How to cite: Keating, A. and Handmer, J.: Post-Event Reviews for building Wildfire Resilience: The case of Tasmania, Australia, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13758, https://doi.org/10.5194/egusphere-egu2020-13758, 2020.

We present results from state-of-the-art kilometre scale numerical models of tropical cyclones over Bangladesh.  We demonstrate how the latest generation of numerical models are filling the data gap in regions of the world with sparse observational networks, and compare our results to the latest generation global reanalyses.  We show how an ensemble of simulations expands our understanding of plausible events beyond our limited observations record.  Utilising this ensemble information in a Bayesian data analysis framework, we can robustly estimate prediction intervals for various parameters, such as peak wind speed or extreme rainfall, which when combined with Decision Theory and a loss function offer a coherent data-to-decision framework supporting disaster risk assessment and management strategies. We show how this decision making could be integrated into current global weather and climate forecast ensembles to provide forecasting of hazards and impacts up to 5 days ahead of an event, and in a future climate context.  We end with some thoughts on the ways this could influence the future of risk management and insurance underwriting and the challenges of working with big numerical model datasets.

How to cite: Steptoe, H., Economou, T., and Becker, B.: Improving our understanding of Bangladesh tropical cyclone risk: decision making insights using kilometre scale numerical modelling and Bayesian data analysis, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7721, https://doi.org/10.5194/egusphere-egu2020-7721, 2020.

EGU2020-1385 | Displays | NH9.6

What value do mangroves have in reducing the cost of storm surges?

Christopher Thomas, Siddharth Narayan, Joss Matthewman, Christine Shepard, Laura Geselbracht, Kechi Nzerem, and Mike Beck

With coastlines becoming increasingly urbanised worldwide, the economic risk posed by storm surges to coastal communities has never been greater. Given the financial and ecological costs of manmade coastal defences, the past few years have seen growing interest in the effectiveness of natural coastal “defences” in reducing the risk of flooding to coastal properties, but estimating their actual economic value in reducing storm surge risk remains a challenging subject.

In this study, we estimate the value of mangroves in reducing annual losses to property from storm surges along a large stretch of coastline in Florida (USA), by employing a catastrophe modelling approach widely used in the insurance industry. We use a hydrodynamic coastal flood model coupled to a property loss model and a large property exposure dataset to estimate annual economic losses from hurricane-driven storm surges in Collier County, a hurricane-prone part of Florida. We then estimate the impact that removing mangroves in the region would have on average annual losses (AAL) caused by coastal flooding. We find that mangroves reduce AAL to properties behind them by over 25%, and that these benefits are distributed very heterogeneously along the coastline. Mangrove presence can also act to enhance the storm surge risk in areas where development has occurred seaward of mangroves.

In addition to looking at annual losses, we also focus on the storm surge caused by a specific severe event in Florida, based on Hurricane Irma (2017), and we estimate that existing mangroves reduced economic property damage by hundreds of millions of USD, and reduced coastal flooding for hundreds of thousands of people.

Together these studies aim to financially quantify some of the risk reduction services provided by natural defences in terms of reducing the cost of coastal flooding, and show that these services can be included in a catastrophe modelling framework commonly used in the insurance industry.

How to cite: Thomas, C., Narayan, S., Matthewman, J., Shepard, C., Geselbracht, L., Nzerem, K., and Beck, M.: What value do mangroves have in reducing the cost of storm surges?, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1385, https://doi.org/10.5194/egusphere-egu2020-1385, 2020.

EGU2020-10507 | Displays | NH9.6 | Highlight

Impact-based early warning for pluvial floods

Viktor Rözer, Aaron Peche, Simon Berkhahn, Yu Feng, Lothar Fuchs, Thomas Graf, Uwe Haberlandt, Heidi Kreibich, Robert Sämann, Monika Sester, Bora Shehu, Julian Wahl, and Insa Neuweiler

Pluvial floods in urban areas are caused by local, fast storm events with very high rainfall rates, which lead to inundation of streets and buildings before the storm water reaches a watercourse.  An increase in frequency and intensity of heavy rainfall events and an on-going urbanization may further increase the risk of pluvial flooding in many urban areas.  Current early warning systems for pluvial floods are limited to rainfall predictions with fixed thresholds for rainfall duration and intensity and often do not provide the necessary information to effectively protect people and goods.  We present a proof-of-concept for an impact-based early warning system for pluvial floods. 

Using a model chain consisting of a rainfall forecast, an inundation, a contaminant transport and a damage model, we are able to provide predictions for the expected rainfall, the inundated areas, spreading of potential contamination and the expected damage to residential buildings. We use a neural network-based inundation model, which significantly reduces the computation time of the model chain.  To demonstrate the feasibility, we perform a hindcast of a recent pluvial flood event in an urban area in Germany.  The required spatio-temporal accuracy of rainfall forecasts is still a major challenge, but our results show that reliable impact-based warnings can be issued up to 5 minutes before the peak of an extreme rainfall event.  To effectively disseminate the warnings issued by the model chain we propose a two-way mobile warning application that allows for the collection of real-time validation data.

How to cite: Rözer, V., Peche, A., Berkhahn, S., Feng, Y., Fuchs, L., Graf, T., Haberlandt, U., Kreibich, H., Sämann, R., Sester, M., Shehu, B., Wahl, J., and Neuweiler, I.: Impact-based early warning for pluvial floods, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10507, https://doi.org/10.5194/egusphere-egu2020-10507, 2020.

It is gradually increasing that the scale of economical and social damage caused by recent risk meteorological phenomena. The aspect of damage due to heat wave and cold wave as well as heavy rain, typoon, heavy snow are getting complicated. So the demand for customized information to protect the lives and property of the people has also been increasing constantly. Daegu Metropolitan City and Gyeongsangbuk-do Province are especially the area where heat wave occurs most frequently in south Korea. In addittion, as global warming has been accelerated recently, there are growing concerns that heat-related patients and livestock mortality increase. Therefore, Daegu Regional Office of KMA(Korea Meteorological Administration) developed heat wave impact forecast services from 2016 to prevent and minimize damages from heat wave in our area and has been improving and operating the service as of 2019.

Daegu Regional Office of KMA’s Impact heat wave impact forecast is for reducing the damage caused by heat wave in our area in 2019. It is carried in 4 steps: Attention, Caution, Warning, Danger and in 7 field: Health, Stock Raising, Fish culture, Agriculture, Industry, Traffic and Electricity. We used the objective value such as the highest temperature and the number of days to last as the criteria for each stage of the health sector. Other sectors except health, we considered the risk level in the health sector basically and the level of risk was determined taking into account the vulnerability and exposure of each region. We analysed them of each region in detail in order to provide the correct contents. Finally, we were able to obtain a number of analysis results that linked to heat wave and various types of damage. Our services have been conveying to public by facsimile, E-mail as a document and is provided by KMA website(http://www.weather.go.kr). And we announced the information that we made about heat wave on YouTube.

As a result, our services seem to have positive impacts. The number of heat-related patients decreased by 47% from the previous year. After the service was provided, a questionnaire survey was conducted for recipient, and 84% of respondent gave positive outcome about our services.

Based on the studies and services, Daegu Regional Office of KMA is going to calculate a more objective risk level for other sector except health in order to play a role in future regional customization services. And we are going to reform the document of heat wave impact forecast to contain more information focused on our region.

 

How to cite: Kim, S. and Kim, B.: Heat Wave Impact Forecast by Analysis of Vulnerability and Exposure over Daegu Metropolitan City and Gyeongsangbuk-do Province, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4285, https://doi.org/10.5194/egusphere-egu2020-4285, 2020.

EGU2020-7045 | Displays | NH9.6

Study on the Influence of Heat Wave and Cold Wave Characteristics and Vulnerable Areas in Busan, Ulsan and Gyeongsangnam-do

Miyeong Jo, Jiyeun Ye, Jihye Yun, Jaeeun You, Juyeong Kim, Jaedong Jang, and Haemi Noh

The frequency of extreme weather phenomena such as heat wave and cold wave has increased recently, and the intensity of weather has been strengthened, resulting in human and physical damage. The Republic of Korea has been working to reduce damage since 2018 by including heat and cold waves in natural disasters. The Korea Meteorological Administration (KMA) also provides impact-based forecasts, which requires research that suits local characteristics. In this study, weather observation data related to the summer heat wave in Busan, Ulsan and South Gyeongsang Province was analyzed to determine the weather conditions for the heat wave. In addition, in relation to the heat wave impact-based forecast that was provided regularly in 2019, the heat threshold was applied by comparing the current status of the heat-related patients with the maximum temperature, the number of consecutive days of the heat wave and the current status of the heat-related patients. The impacts of heat waves in different fields were analyzed, including livestock waste, fisheries food damage, and heat damage by crops. The cold wave also analyzed the number of days of cold wave in Busan, Ulsan, and South Gyeongsang Province by comparing the lowest temperature with the current status of cold-related patients. The impacts of cold weather conditions such as wind direction, wind speed and the number of consecutive days of the cold wave were also analyzed. Further, for regular provision of cold wave impact-based forecast to be implemented in 2020, the impacts of each cold wave vulnerable areas suitable for Busan, Ulsan, and South Gyeongsang Province were analyzed and referred to when applying cold wave thresholds.

How to cite: Jo, M., Ye, J., Yun, J., You, J., Kim, J., Jang, J., and Noh, H.: Study on the Influence of Heat Wave and Cold Wave Characteristics and Vulnerable Areas in Busan, Ulsan and Gyeongsangnam-do, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7045, https://doi.org/10.5194/egusphere-egu2020-7045, 2020.

In Korea, severe heat waves are frequent in summer, and the number of people who affected by them increases year by year. This study analyzes the correlation between excess mortality and the daily maximum temperature(Tmax) in August for the last decade(2009-2018). In addition, it analyzes Tmax when the patients by heat illness occur. The analysis shows a positive correlation(R=0.524, P=0.02) between the number of excess mortality and Tmax. In terms of patients by heat waves, the patients occur variously from 26℃ to 39℃, and the maximum number of patients appears in 34~35℃. In case of the duration of Tmax ≥ 33℃, the number of patients shows a peak at entrance of the period, and it drops after the 4th day and no patients showing after the 9th day. But, in case of Tmax < 33℃, the heat illness in the 4th day occurs more than any other days, and it decreases slowly. In addition, it seems that it is not enough for the public to recognize accurately and respond risks appropriately with current temperature forecasts, so the Korea Meteorological Administration provides HIBFWS which includes countermeasures along with regional risk levels for the heatwave. Also, it analyzes socio-economic-environmental vulnerability for production of the information in Jeju province.

How to cite: Kim, S.: Analysis on the damage, vulnerability and correlation with temperature caused by heat waves in Jeju province(Korea), and Heatwave Impact Based Forecast and Warning Service(HIBFWS), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6292, https://doi.org/10.5194/egusphere-egu2020-6292, 2020.

The relationship between natural hazard-induced disasters and macroeconomic growth has been examined widely on global and national scales, but little research has been focused on the subnational level, especially in China. We examined the impacts of natural hazard-induced disasters on the regional growth in China based on subnational panel data for the period from 1990 to 2016. First, we used the number of people affected and the direct economic losses as the measures of the scale of disasters. Then, we used the direct damages of meteorological disasters and earthquakes as disaster measures separately to examine the impacts of different disaster types. Finally, we performed intraregional effects regressions to observe the spatial heterogeneity within the regions. The results show that the adverse short-term effects of disasters is most pronounced in the central region, while the direct damage of disasters is a positive stimulus of growth in the whole of China. However, this stimulus is observed in a lagged way and is reflected differently meteorological disasters in central and eastern China and earthquakes in western China are related to regional growth. The results demonstrate that the short-term macroeconomic impacts of these disasters in the three geographical regions of China largely depend on regional economic development levels and the disaster types.

How to cite: Tang, R., Wu, J., Ye, M., and Liu, W.: Impact of Economic Development Levels and Disaster Types on the Short-Term Macroeconomic Consequences of Natural Hazard-Induced Disasters in China, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2266, https://doi.org/10.5194/egusphere-egu2020-2266, 2020.

EGU2020-20916 | Displays | NH9.6

Climate displacement, humanitarian needs and Forecast-based financing

Lisa Thalheimer, Sihan Li, Ezekiel Simperingham, Eddie Jjemba, and Friederike Otto

The forced displacement of individuals and communities as a result of extreme weather events and the impact of anthropogenic climate change has been described as one of the greatest humanitarian challenges of the 21st Century. A multi-sectoral approach is required to address the humanitarian dimensions of climate displacement. Approaches span initiatives to prevent or reduce the conditions that lead to displacement (for example, resilience and adaptation strategies); response to displacement (including access to essential humanitarian assistance); recovery initiatives that increase resilience and support for the attainment of sustainable solutions (return, local integration and resettlement). Within the discussions on the humanitarian dimension of climate displacement, there has been increasing recognition of the specific importance of preparedness initiatives. Practitioners like the Red Cross Red Crescent Climate Centre (RCCC), for instance, have been starting to apply tests of forecast-based financing (FbF) to inform short-term humanitarian assistance based on disaster warnings from scientific forecasts. This paper serves as an innovative contribution towards understanding how FbF can be used as an effective approach to prepare for or prevent climate-related forced displacement. Using a panel econometric analysis, this paper models climate-related forced migration movements and humanitarian needs in Somalia during recent compound drought events. The model results support the improvement of early warning systems in the region and more broadly, the inclusive development and provision of time-effective humanitarian aid to those displaced globally.

How to cite: Thalheimer, L., Li, S., Simperingham, E., Jjemba, E., and Otto, F.: Climate displacement, humanitarian needs and Forecast-based financing, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20916, https://doi.org/10.5194/egusphere-egu2020-20916, 2020.

EGU2020-5128 | Displays | NH9.6

New insights into the Evaluation of Financial Impact of Earthquakes in France: Benefits for Compensation and Prevention

Pierre Tinard, Julien Rey, Daniel Monfort-Climent, Afifa Imtiaz, Roser Hoste-Colomer, Caterina Negulescu, and Pierre Gehl

Models designed to estimate financial impact of earthquake for France are usually poorly constrained and mostly consist of sub-models of either pan-European or Caribbean models for respectively French mainland and Lesser Antilles territories. Even if those turnkey models produce first order estimation for quantifying the impact of an earthquake, they lack of in-situ studies to take into account the specificities of French territories on the overall workflow of modeling especially on hazard, vulnerability and loss estimation. Consequently, these models can’t be used with a high confidence in order to estimate the overall exposure of France in relation to not yet occurred but plausible earthquakes.

BRGM, as the French geological survey institute, and CCR, as the French State owned public reinsurance company, are both deeply concerned in a better understanding of the consequences of natural disasters occurring in France. Thus, since 2014, BRGM and CCR have been collaborating, amongst other projects, to develop a new consistent and reliable earthquake impact model for the French mainland and overseas territories covered by the specific French Natural Disasters Compensation Scheme.

This model encompasses a complete modeling chain from hazard to loss estimation. It consists in performing damage scenarios in order to evaluate the financial consequences for compensable insured property on buildings for a given seismic source, defined deterministically or probabilistically. To date, the model evaluates the consequences of seismic events for almost all kind of buildings in France: dwellings (houses and apartments), retail trade, professional and technical business services and industrial facilities. The seismic hazard is estimated deterministically for reference events by region but also probabilistically by generating stochastic earthquake dataset calibrated on the French seismic historical activity. Specific vulnerability assessments have been performed providing hazard to damage relationships specifically calibrated on French buildings.

The model can been used to estimate the consequences of real event such as the unusual M5.2 shallow earthquake occurred in November 2019 in France, providing fast estimation of its impact. The model, using the stochastic earthquake generator, allows us to estimate the exposure of French territories to earthquake providing indicators to support prevention actions led by the French government in the most exposed areas. Some of these indicators are already available throughout dedicated platform to insurances companies and public authorities and should be supporting State decision-makers and local authorities for prevention action such as retrofitting of buildings or adapting building codes.

How to cite: Tinard, P., Rey, J., Monfort-Climent, D., Imtiaz, A., Hoste-Colomer, R., Negulescu, C., and Gehl, P.: New insights into the Evaluation of Financial Impact of Earthquakes in France: Benefits for Compensation and Prevention, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5128, https://doi.org/10.5194/egusphere-egu2020-5128, 2020.

EGU2020-4526 | Displays | NH9.6

Comparison of modelled seismic loss against historical damage information

Danhua Xin, James Daniell, and Friedemann Wenzel

The increasing loss of human life and property due to earthquakes in past years have increased the demand for seismic risk analysis for people to be better prepared for a potential threat. With the centralization and increase of population near urban centres and megacities, earthquakes occur in these places will cause much more damage than in the past. Therefore, the quantification of seismic risk is extremely important. Seismic risk modelling results provide the spatial distribution of expected damage and loss to exposed elements in an earthquake of different magnitudes. Therefore, seismic risk model can play a key role in the following aspects: (i) to assess the potential seismic hazard and loss for a target area from both deterministic and probabilistic view; (ii) to support the long-term plan for seismic risk mitigation and preparedness; (iii) to prioritize decision making in emergency response and disaster management; and (iv) to optimize retrofitting strategies.

 

The modelling of seismic risk is typically composed of three modules, namely hazard, exposure and vulnerability. Different researchers have applied different assumptions in modelled the seismic hazard, exposed stock value and their vulnerability. Therefore, uncertainty exists in every step of the loss modelling chain. Thus, it is quite essential to evaluate the reasonability of the loss modelling results. One way to check the reasonability of modelled seismic loss is by comparison with real losses derived from post-earthquake surveys. China has a long history of recording historical devastating natural disasters including major losses during earthquakes and associated secondary events, which can be dating back to 1831 B.C. (Gu, 1989). Based on this bunch of damage information, Daniell (2014) developed an empirical loss function for mainland China during his PhD study. The advantage of this loss function compared with others is its normalization of historical loss with the socio-economic indicator (e.g. Human Development Index) and its calibration of damage functions of previous events to relate to the present conditions. Therefore, the loss estimated based on the empirical loss function developed in Daniell (2014) (tagged as “empirical loss”) will be used to evaluate losses estimated purely from modelled parameters (tagged as “analytical loss”).

 

Our results indicate that for both deterministic and probabilistic hazard scenarios, the empirical loss and analytical loss are within two times’ difference (i.e. the empirical loss is generally larger than analytical loss, but it is lower than two times of the analytical loss). When the building vulnerability change is scaled in the empirical loss function of Daniell (2014) by using HDI and the soil amplification effect is integrated into the analytical loss modelling process, the difference between “empirical loss” and “analytical loss” will further decrease. This congruence verifies the reliability of the parameters we use in modelling seismic loss.

How to cite: Xin, D., Daniell, J., and Wenzel, F.: Comparison of modelled seismic loss against historical damage information, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4526, https://doi.org/10.5194/egusphere-egu2020-4526, 2020.

EGU2020-22502 | Displays | NH9.6

Analysis, estimation and prediction criteria for damage from geo-hydrological events: a top-down approach

Ilaria Boschini, Federica Zambrini, Givanni Menduni, Daniela Molinari, and Daniele Bignami

A rapid evaluation of flood damage is strategic for the good success of emergency management activities after a natural disaster. A method for the estimation of economic damage is developed considering the impact of hydrogeological phenomena with meteoclimatic forcing over settlements, industrial and rural areas and commercial activities.

Damage estimation is a very current research field, but the available methods are far from being effective in the period immediately following the event. This is due particularly to the intrinsic complexity and variability of the damage process and the lack of reliable and consistent damage measures across areas at least at the regional scale.

This work proposes a national scale first approximation correlation between vulnerated area and expected damage. The relationship, expressed in terms of power law, is calibrated on a huge number of single damage records collected by the Italian government all through the country during flood and landslide events in the last 6 years. Data have been grouped following the type of flood. Records come from official data provided by government commissioners in charge of emergency management, according to the national law. Validation, carried out on an independent data set, is quite encouraging and provides indications for further developments.

How to cite: Boschini, I., Zambrini, F., Menduni, G., Molinari, D., and Bignami, D.: Analysis, estimation and prediction criteria for damage from geo-hydrological events: a top-down approach, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22502, https://doi.org/10.5194/egusphere-egu2020-22502, 2020.

The Valle d'Aosta Region and the Autonomous Province of Bolzano territories include the highest mountain areas of Italy, where most of the communication infrastructures or strategic activities are totally or in part partially exposed to the rockfall hazards.  

For this reason, the two administrations have established an operational cooperation in order to compare their procedures and to define the criteria and best practices to prioritize and project the mitigation the rockfall mitigation measures. The result achieved by the work group have inspired a new incoming version of the Italian technical standard UNI 11211 “Rockfall protective measures”.   

As a part of the rockfall risk assessment of the designing the mitigation measures, it is necessary to assess the actual effectiveness of the alternative mitigation options which have been identified.  

The choice whether to mitigate the event intensity or the expected damage, with either structural or non-structural measures, will usually achieve a risk mitigation level, associated to a complimentary residual risk. 

Therefore, the project management has to evaluate the degree of hazard and risk mitigation for any given solution. The acceptability of the residual risk and its possible mitigation through organizational measures are to be evaluated as well. A long-term cost/benefit analysis has to be performed, taking also into account the tolerability over time of the handling costs. 

The first milestone in the decisional process the definition of the acceptable risk level. As a matter of fact, which is the key criterion supporting the decision to undertake cost-effective investments in mitigation works. For that reason, a preliminary analysis of the in-situ geological conditions should be as complete and detailed as possible. Project managers have to be aware that the zero-option has to be taken in to account as well, in the case the risk level would not be acceptable. 

Moreover, it has to be taken into account that the risk evaluation is always site-specific, because the rockfall mitigation projects have to be based on a detailed geological reference model. Local changes in geological, hydrogeological, morphological and structural conditions, vegetation, vulnerability and exposure of the objects at risk may lead to different hazard and risk conditions even at a local scale. Therefore, a risk assessment analysis is consistent to a single project and can’t be directly upscaled to implement, for instance, a municipal land management plan.   

Another key point in the decision-making process is the expected damage assessment, which has to include not only the direct damages (e.g.: loss of human lives) but also the indirect damages and their economic and social impacts. As a consequence, in assessing the acceptable risk both the probability of direct and indirect damage and the economic and social benefits derived from its acceptance have to be weighted. 

The final result has led to guidelines based on QRA (Quantitative Risk Assessment) method and defining three risk levels: Acceptable, ALARP (As Low As Reasonably Practicable) and Unacceptable, providing to the project managers a rational and objective framework to manage rockfall hazards in Italy. 

How to cite: Strada, C., Bertolo, D., Mair, V., and Paganone, M.: Key elements to assess proposals for rockfall risk mitigation in the context of a technical and economic feasibility project – the experience of two alpine italian regions, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5753, https://doi.org/10.5194/egusphere-egu2020-5753, 2020.

EGU2020-21459 | Displays | NH9.6

HEIMDALL platform for Landslide emergency/risk management

Jordi Marturià, Jose Becerra, Pere Buxò, Clàudia Abancó, and Xavier Rodríguez

The management of complex crisis situations, whether natural, accidental or intentional origin, generally requires the participation and coordination of multiple first response organizations, including, but not limited to: firefighting units, police departments, medical emergency services, civil protection units and command and control centers. Considering this multi-disciplinary context, there is the need to provide integrated tools which can address the requirements of the different first responders involved in disaster risk management and enhance cooperation and inter-organizational coordination.

In this sense HEIMDALL (Multi-Hazard Cooperative Management Tool for Data Exchange, Response Planning and Scenario Building), a H2020 granted project (project number 606982), aims at improving preparedness of societies to cope with complex crisis situations by providing a flexible platform for multi-hazard (wildfires, floods and landslides) emergency planning and management, which makes use of innovative technologies for the definition of multi-disciplinary scenarios and response plans, providing integrated assets to support emergency management, such as monitoring, modeling, situation and risk assessment, decision support and communication tools.

On one hand, HEIMDALL platform allows impact assessment and risk management through merging geo-spatial information (inhabited areas, industrial facilities, transport infrastructure …), hazard modeling and the data generated during the on-going crisis, such as in situ information generated by the first responders, satellite images, meteorological data and monitoring sensors. All in real- or near real-time. On the other hand, includes a catalogue of past events where one can see the impact the hazard had, which decisions and actions were taken to manage the disaster and the lessons learnt. This approach provides an overall perspective of the situation, helping the disaster risk management decision-making and enhancing the preparedness and training of first-responders units by creating fictional situations or replicating historical scenarios, as it can be used before, during and after a disaster.

To support landslides management HEIMDALL platform includes two modules developed by the Institut Cartografic i Geologic de Catalunya (ICGC): Landslides and in situ sensors for terrain monitoring. Landslides module performs simulations of terrain movements in order to enhance the emergency response and identify safe areas for the deployment of advanced command & control post. The module integrates and automates the mapping of landslide susceptibility through two open source software (Scoops3Di and FLOW-R). Also included a tool that process pre-and post-event meteorological data in order to record the triggering rain’s intensity and foresee whether the hazard will increase or not during the next days. This tool helps establishing regional thresholds for landslide triggering rain. The in situ sensors module integrates data from monitoring sensors (tiltmeters, crackmeters, …) installed on slow moving landslides, allowing the raising of warnings in case of any acceleration that could represent any risk.

How to cite: Marturià, J., Becerra, J., Buxò, P., Abancó, C., and Rodríguez, X.: HEIMDALL platform for Landslide emergency/risk management , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21459, https://doi.org/10.5194/egusphere-egu2020-21459, 2020.

EGU2020-8766 | Displays | NH9.6

Economic Landslide Susceptibility under a socio-economic perspective: an application to Umbria Region (Central Italy)

Marco Donnini, Marco Modica, Paola Salvati, Ivan Marchesini, Mauro Rossi, Fausto Guzzetti, and Roberto Zoboli

An accurate understanding of physical and economic effects of landslides is fundamental to develop more refined risk management, mitigation strategies and land use policies. We develop a measure to consider the interconnection between physical and economic exposure, e.g. what we call the economic landslide susceptibility, namely the probability of landslide occurrence in an area weighted for its socio-economic exposure. The economic landslide susceptibility is estimated trough a pixel-based method designed for large areas. The method makes use of landslide susceptibility maps and a real estate market value maps for any given areas under analysis. We apply this methodology to the Umbria Region (Central Italy). The innovative concept of economic landslide susceptibility (that is de facto an ex ante landslide cost assessment) may be interpreted as the potential loss that an area might suffer in terms of its propensity for landslides. Useful applications of the proposed method lie in a better territorial management and in the land use planning.

How to cite: Donnini, M., Modica, M., Salvati, P., Marchesini, I., Rossi, M., Guzzetti, F., and Zoboli, R.: Economic Landslide Susceptibility under a socio-economic perspective: an application to Umbria Region (Central Italy), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8766, https://doi.org/10.5194/egusphere-egu2020-8766, 2020.

EGU2020-9132 | Displays | NH9.6

High-resolution 3D geological modelling of the Lek River dike for enhanced flood protection

Romée H. Kars, Renée de Bruijn, Willem Dabekaussen, Bart M. L. Meijninger, and Jan Stafleu

The Netherlands is a low-lying country: a large, densely populated and urbanised part lies below mean sea-level. The risk of flooding is therefore omnipresent and flood protection measures, such as dikes along rivers, are vital for the safety of the population and their economy. The regional water authorities apply high safety standards when monitoring and maintaining the dikes.

The water authority Hoogheemraadschap Stichtse Rijnlanden (HDSR) has launched a maintenance program to investigate and reinforce the northern Lek River dike between Schoonhoven and Amerongen. The geology of this area has been shaped by fluvial activity during the Holocene, resulting in a heterogeneous composition of the shallow subsurface. The strength and stability of the dike depend on both its design and the geology in its subsurface. A sandy channel deposit may lead to piping and undercutting of the dike while weak (e.g. peat) or layered strata under certain hydraulic pressures could potentially lead to collapse and catastrophic failure of the dike. Detailed knowledge of the subsurface in the area is therefore essential to design fit-for-purpose reinforcement measures.

The national GeoTOP model, built and maintained by TNO - Geological Survey Netherlands, is a 3D stochastic geological voxel model that provides insight in the lithostratigraphy and lithology up to a depth of 50 meters below MSL with voxels (3D cells) measuring 100x100x0.5 m. However, to estimate the risk of piping and other forms of instability, HDSR needs a higher level of detail. In this study we therefore constructed a high-resolution voxel model for three sections along the Lek River dike.

To model the lithology of each voxel we used borehole descriptions, cone penetration test (CPT) data and paleogeographic maps of the Rhine-Meuse Delta. Using CPT data as well as borehole descriptions allowed for higher-resolution modelling. To use the CPT’s for calculation of the lithology, the CPT measurements were translated into lithological classes using an Artificial Neural Network. Special attention was paid to the shape and position of the buried paleo channels, as their presence is a potential risk for piping, and to the mapping of man-made features in the landscape. The resulting 3D geological model has a voxel cell size of 25x25x0.25 m, a resolution that is 32x higher than the GeoTOP model.

The new high-resolution model is now used by HDSR for:

  • identification of dike segments that need further investigation
  • designing location-specific and fit-for-purpose dike reinforcement measures
  • explaining proposed measures to local stakeholders.

The first two applications potentially reduce costs significantly; whereas the third application aids creating social foundation for reinforcement measures. Most importantly, the new high resolution model helps HDSR to enhance safety behind the dikes.

How to cite: Kars, R. H., de Bruijn, R., Dabekaussen, W., Meijninger, B. M. L., and Stafleu, J.: High-resolution 3D geological modelling of the Lek River dike for enhanced flood protection, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9132, https://doi.org/10.5194/egusphere-egu2020-9132, 2020.

The paper focuses on the impact of riverbank erosion on the island of Majuli. Majuli is a large and populous river island in the India state of Assam. However, the island suffers from the erosional work of Rivers Brahmaputra in the south and Luhit in the north and this has led to the loss of land and the resultant displacement of population in 110 out of 243 villages of Majuli. The most significant impact of riverbank erosion has been on the livelihood pattern of the island, as erosion has affected both agriculture and fishing activities. However, the impact of erosion is not felt equally by the entire population of Majuli. Those who live near the banks of the river are disproportionately affected by erosion, while those living in the more central parts of the island have benefitted from it by using the changing economic structure of the island. Riverbank erosion has thus, had a profound impact on the society, economy and livelihood structure of the island and has created a more unequal society. The paper tries to count this intangible cost of riverbank erosion by analyzing the disparity in the economic impact of riverbank erosion from the perspective of political ecology with the help of survey and personal interviews carried out in Majuli.

Keywords: Majuli, Brahmaputra, Riverbank Erosion, Displacement, Economic Impact, Political Ecology

How to cite: Sahay, A.: Displacement, marginalization and changing economic structure: counting the intangible costs of riverbank erosion in Majuli island of India, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20602, https://doi.org/10.5194/egusphere-egu2020-20602, 2020.

EGU2020-7658 | Displays | NH9.6

Supporting reduction of risks of tailings dams using earth observation data

Mark Davison, Marta Roca, and Gregor Petkovsek

Tailings dams are earth embankments used to store toxic mine waste and effluent. Their failure, as already seen in January 2019 with the fatal failure of Brumadinho dam in Brazil, can cause loss of life, irreversible damage to ecosystems and large economic damages. In countries with limited resources, it is challenging for the authorities to be able to assess the risk and effectively monitor this type of infrastructure, especially when located in remote areas.

We are developing DAMSAT (Dam Monitoring from SATellites), a web-based system for a sustainable and cost effective way of remotely monitor tailings and water retention dams to support early decision making and reduce the social, economic and environmental impacts downstream of potential failures.

DAMSAT monitors the displacement of the structures using earth observation technologies such as Interferometric Synthetic Aperture Radar (InSAR) and Global Navigation Satellite System (GNSS) technologies, combined with real-time in-situ devices. These observations combined with weather forecasting tools allow the issue of alerts for unusual behaviour or weather conditions that could lead to dam failure. These alerts are part of the Disaster Risk Management cycle to trigger the implementation of mitigation measures to reduce the likelihood of failure of the dam or the potential consequences downstream.  

In order to have a better understanding of these potential consequences and provide all the information necessary for asset managers to take decisions, DAMSAT also assesses the hazard component of disaster risk due to dam failure using a set of modelling tools. A dam breach simulation model (EMBREA) is combined with a mud flow model to spread the flood hazard downstream of the dam if a failure occurs.  The consequences of the flood are assessed in terms of loss of life using an evacuation model, the Life Safety Model. Different flood warning scenarios and evacuation strategies are mapped to inform emergency planning.

DAMSAT is currently being piloted in two mining regions in Peru with the involvement of government organisations and other relevant stakeholders. 

How to cite: Davison, M., Roca, M., and Petkovsek, G.: Supporting reduction of risks of tailings dams using earth observation data, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7658, https://doi.org/10.5194/egusphere-egu2020-7658, 2020.

EGU2020-10025 | Displays | NH9.6

A data-mining approach to investigate El Niño damage in Peru

Fabio Brill and Heidi Kreibich

Compound natural hazards, like El Niño events, which trigger torrential rain, mudslides, riverine and flash floods, cause high damage to society. An improved risk management based on reliable risk assessments are urgently needed. However, knowledge about the complex processes leading to El Niño damage is lacking, and so are loss models.  We explore a large dataset of building damage from the coastal El Niño event 2017 in Peru. We use data-mining techniques to analyse data of damage grades of about 180.000 affected houses together with satellite observations and open geo-information. In a first step, we use unsupervised clustering (t-SNE + OPTICS) to separate regions of different dominant processes. Secondly, we train various supervised classification algorithms and create feature importance rankings per cluster, to identify drivers of observed damage for each of these regions. A comparison of different algorithms provides further insights about the potential and limitations of these methods and datasets. Results indicate that topographic wetness is the most important indicator, as selected by the algorithms, when using the entire dataset. Rainfall sum and maximum from TRMM satellite measurements are identified as damage driver despite the coarse spatial resolution. Also urbanity, based on a focal window around the global urban footprint, appears to play a role for the amount of damage. At least a coarse separation of processes is possible: the slope length and steepness, bare soil index, stream power index, and maximum rainfall are dominating the damage processes in lower mountain ranges and canyons, indicating rapid processes. Damage in upper mountain areas seem more influenced by the rainfall sum, local topographic position, and vegetation cover. In the lowlands, topographic wetness is very dominant, indicating ponding water or riverine floods. As opposed to previous work, this study constructs importance rankings based entirely on real observed damage to buildings. It is therefore a step towards data-driven damage assessments for El Niño events.

How to cite: Brill, F. and Kreibich, H.: A data-mining approach to investigate El Niño damage in Peru, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10025, https://doi.org/10.5194/egusphere-egu2020-10025, 2020.

In 2019, the typhoon Lekima hit China, bringing strong winds and heavy rainfall to the nine provinces and municipalities on the northeastern coast of China. According to the Ministry of Emergency Management of the People’s Republic of China, Lekima caused 66 direct fatalities, 14 million affected people and is responsible for a direct economic loss in excess of 50 billion yuan. The current observation technologies include remote sensing and meteorological observation. But they have a long time cycle of data collection and a low interaction with disaster victims. Social media big data is a new data source for natural disaster research, which can provide technical reference for natural hazard analysis, risk assessment and emergency rescue information management.

We propose an assessment framework of social media data-based typhoon-induced flood assessment, which includes five parts: (1) Data acquisition. Obtain Sina Weibo text and some tag attributes based on keywords, time and location. (2) Spatiotemporal quantitative analysis. Collect the public concerns and trends from the perspective of words, time and space of different scales to judge the impact range of typhoon-induced flood. (3) Text classification and multi-source heterogeneous data fusion analysis. Build a hazard intensity and disaster text classification model by CNN (Convolutional Neural Networks), then integrate multi-source data including meteorological monitoring, population economy and disaster report for secondary evaluation and correction. (4) Text clustering and sub event mining. Extract subevents by BIRCH (Balanced Iterative Reducing and Clustering using Hierarchies) text clustering algorithms for automatic recognition of emergencies. (5) Emotional analysis and crisis management. Use time-space sequence model and four-quadrant analysis method to track the public negative emotions and find the potential crisis for emergency management.

This framework is validated with the case study of typhoon Lekima. The results show that social media big data makes up for the gap of data efficiency and spatial coverage. Our framework can assess the influence coverage, hazard intensity, disaster information and emergency needs, and it can reverse the disaster propagation process based on the spatiotemporal sequence. The assessment results after the secondary correction of multi-source data can be used in the actual system.

The proposed framework can be applied on a wide spatial scope and even full coverage; it is spatially efficient and can obtain feedback from affected areas and people almost immediately at the same time as a disaster occurs. Hence, it has a promising potential in large-scale and real-time disaster assessment.

How to cite: Tang, J., Yang, S., and Wang, W.: A Social Media Big Data-Based Disaster Assessment Framework for Typhoon-induced Flood: Case Study of Typhoon Lekima, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6389, https://doi.org/10.5194/egusphere-egu2020-6389, 2020.

Buyouts of vulnerable properties have become an increasingly popular tool for reducing future exposure in flood-prone communities across the U.S. However, proactive, targeted buyouts have not been common with oceanfront, investment properties despite the fact that these properties represent the “first line” of tropical storm exposure on the U.S. East and Gulf Coasts.

Our approach is to first examine the exposure of properties on North Topsail Beach, North Carolina to coastal hazards using a Vulnerability Assessment Protocol developed for examining infrastructure vulnerability in the National Park Service. The most exposed properties are identified and a coherent, contiguous group are selected for a fiscal analysis regarding a buyout’s costs and impacts. The analysis of costs includes purchasing the properties, removal costs, and lost tax revenues. The quantifiable benefits include reduced expenditures for coastal protection, engineering design/permitting, and maintenance.

For North Topsail Beach, North Carolina, the costs (54.8 million USD with inflation) and benefits ($57.6 million USD) represent a savings of at least 2.8 million USD over 30 years. We have used a very conservative approach to estimating the costs. We assume that owners will receive full, assessed value for their property and that all properties will be fully viable for 30 years (given the exposure to storms and hazards of the target area, this is highly unlikely even with coastal protection). Finally, we assume that the properties will appreciate in value over the time period, again, a generous assumption.

The fiscal analysis does not include many unquantifiable benefits from the proposed targeted acquisition. These include the transfer of amenity value to other properties, reduced emergency management costs for the municipality, reduced need for consulting engineering fees, improved beach access for all residents and renters, and return of a recreational beach that all residents and guests can enjoy.

The best argument for the proposal may be this: wouldn’t it be nice if a municipality like NTB could stop spending all of their time, energy, administrative hours, and money on 7% of the tax base (the at-risk properties examined in this report) and turn all of those resources loose on the 93% of the tax base that will be much more sustainable over the next 30 years?  This proposal is a plan for strengthening the vast majority of the tax base for the long run.

Our goal for this series of reports is philosophical as much as practical. Invariably, buyout plans in oceanfront communities are viewed as too costly or impractical to be seriously considered. It is typical for the alternatives analysis in a storm protection EIS to dismiss the idea of targeted acquisitions in a paragraph or two. We hope that coastal communities will give more serious consideration to these buyouts as a beneficial management tool, and we hope that these case studies will spur meaningful discussions.

 

How to cite: Young, R.: Coastal Hazards & Targeted Acquisitions: A Reasonable Shoreline Management Alternative , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10960, https://doi.org/10.5194/egusphere-egu2020-10960, 2020.

EGU2020-8981 | Displays | NH9.6

Coastal inundation hazard in the North Adriatic Sea under Climate Change

Arthur Hrast Essenfelder, Mattia Amadio, Stefano Bagli, and Paolo Mazzoli

On the 12th of November of 2019, flood levels in the Venice Lagoon have reached the mark of 1.87 metres, the second-highest level since records began in 1923. Although a recurrent problem in Venice, the significance of this event have raise awareness of the issue of coastal inundation hazard in Italy, particularly at the highly vulnerable territory of the regions facing the North Adriatic Sea. Several are the processes that contribute to a costal inundation event. On the short term, processes such as high tide and storm surge events can result in sea levels, potentially triggering devastating impacts on human settlements and activities. On the long term, the land subsidence and mean sea level (MSL) changes are important factors; in fact, in some regions such as Jakarta and Bangkok the land is expected to subside by more than 1 meter, while MSL is expected to rise during the next decades, reaching global mean absolute values ranging from 0.3–0.6m (RCP 2.6) to 0.5–1.1m (RCP 8.5) by the end of the century. The combined effect of global sea level rise, local subsidence, and short term phenomena can potentially increase the frequency and intensity of extreme sea levels (ESL), posing a major threat to coastal areas. Currently, almost 700 million people live in low-lying coastal areas, and about 13% of them are exposed to a 100-year flood. In Italy, a territory that is highly vulnerable to coastal flooding are the Regions facing the North Adriatic Sea, mainly due to two factors: the morphological characteristic of this territory, characterised by low-lying areas, and the bathymetry and shape of the Adriatic basin, which cause water level to accumulate and increase rapidly during storm surge events, especially during winter. In this paper, we evaluate two different coastal inundation modelling techniques, one hydrostatic (as part of the EIT Climate-KIC SaferPLACES project) and another hydrodynamic (the ANUGA model), by stressing the models with different ESL, both for the historical mean sea level and for MSL projections at 2050 and 2100. The two different inundation models are tested on three pilot sites particularly vulnerable to coastal flooding located in the North Adriatic Sea: Venice, Cesenatico, and Rimini. We compare our modelling results with existing hazard records and previous hazard and risk assessments. Finally, we apply a flood damage model developed for Italy to estimate the potential economic damages linked to the different flood scenarios, and we calculate the change in expected annual damages according to the relative extreme sea levels.

How to cite: Hrast Essenfelder, A., Amadio, M., Bagli, S., and Mazzoli, P.: Coastal inundation hazard in the North Adriatic Sea under Climate Change, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8981, https://doi.org/10.5194/egusphere-egu2020-8981, 2020.

EGU2020-19346 | Displays | NH9.6

Study on the relationship between improved short-term precipitation forecast and insurance data for risk evaluation in Southern China

Yue Zheng, Ziye Zhou, Cong Fang, Jiaxi Liang, Boyang Ren, Jing Lin, Chunxia Cheng, and Qingshan Gu

        Heavy rainfall is one of the most frequent and severe weather hazards in the world which becomeone of the hugest natural risks.  It has been found that during the flood season in South China, high intensive precipitation occurs very frequently due to the impact of east Asian monsoon.  An unexpected and unusual extreme precipitation event could lead to millions or billions worth of damage, wash out vehicles and houses, destroy agricultural fields, and threat people’s lives.  Determining the linkage between heavy rainfall causes, critical meteorological condition, and impacts can make it easier to classify risk level.  However, due to the insufficiencies of quantitative heavy rainfall related property damages, and low efficient precipitation forecast, the risk evaluation could not be well determined.  Therefore, we employed an improved short-term precipitation forecast based on ensemble deep learning algorithms that can provide more accurate prediction, and apply  25 years of insurance data to aid as proxy for the evaluation of short-term heavy rainfall risks, aiming to trigger in-time precautions and reduce losses. 

       The improved short-term precipitation forecast is built based on combination of scale-invariant feature transform (SIFT) algorithm and ensemble model including convolutional neural network (CNN), gradient boosting decision tree (GBDT), and neural network.  The main dataset used includes radar images and station observed precipitation.  The past 1.5 hour radar reflectivity images are measured at 15 times with an interval of 6 minutes, and in 4 different heights from 0.5 km to 3.5 km with an interval of 1 km.  The hourly site precipitation is obtained from ground meteorology stations.  The SIFT is used to calculate cloud trajectory velocity, and the CNN is implemented with features including pinpoint local radar images, spatial-temporal descriptions of the cloud movement and the global description of the cloud pattern.  Weights are assigned to the ensemble model to compute the following 2-3 hours forecasting results.  Additionally, the insurance data include more than 50 thousand records provided on a geography coordinate level for the last 25 years. 

       Result shows that the insurance data have a strong correlation with short-term precipitation.  It also indicates that our proposed model of short-term precipitation forecast outperforms only-deep learning-based and traditional optical flow-based methods.  The insurance data could provide a good proxy for describing heavy rainfall damage and to aid to explore the causes and impacts.  This study would greatly assist policy makers, civil protection agencies, and insurance companies to improve emergency systems and response mechanisms.

How to cite: Zheng, Y., Zhou, Z., Fang, C., Liang, J., Ren, B., Lin, J., Cheng, C., and Gu, Q.: Study on the relationship between improved short-term precipitation forecast and insurance data for risk evaluation in Southern China, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19346, https://doi.org/10.5194/egusphere-egu2020-19346, 2020.

NH9.11 – Natural Hazards Education, Communications and Science-Policy-Practice Interface

EGU2020-2790 | Displays | NH9.11

A study on the Status of Earthquake Drills for Special Education Classes in Taiwan Elementary Schools

Kuo-Chen Ma, Mei-Hung Wang, Mei-Hsiang Lee, and Mo-Hsiung Chuang

Under the influences of natural disasters, disabled people are often the majority of sufferers when a serious disaster happens. Third UN World Conference on Disaster Risk Reduction (3WCDRR) calls for agencies of the United Nations system, academia, the private sector, civil society, and people with disabilities to integrate the issue of the physically and mentally disabled into the new global framework for disaster reduction. Taiwan is one of the regions in the world where earthquakes occur very frequently. According to the statistics of the Taiwan Central Weather Bureau, an average of 23,000 earthquakes occurs in Taiwan each year, including about 1,000 sensational earthquakes. Earthquake prevention is therefore the essential task for campus disaster prevention and rescue programs. The school should recognize different evacuation abilities for students in special education classes, and know their special needs in earthquake disaster drills and emergency response ability.

In this study, four special education classes in elementary schools were selected as examples to understand the current situation in the engagement with earthquake drills by way of interviews and questionnaires. The evacuation abilities of students in special classes are classified into four categories based on the issues of physical environment, manpower arrangement, and both students’ and teachers’ educations in earthquake prevention. On the basis of the results, the conclusions regarding to those three issues can be drawn as follows. For the first issue concerning the physical environment, the teaching space for special education classes should consider the students’ evacuation abilities. Second, both internal and external support manpower should understand the students' evacuation capabilities and give different assistance based on their abilities. Last, the education goals in earthquake disaster prevention for students in different categories should be different. The earthquake drills should be well arranged in the aspects of time, place, equipment, and manpower assistance. It is important to note that special education teachers and assistants should have good knowledge in earthquake disaster prevention, understand the appropriate response to earthquake disaster, and strive to ensure the safety of students and themselves in the evacuation process.

How to cite: Ma, K.-C., Wang, M.-H., Lee, M.-H., and Chuang, M.-H.: A study on the Status of Earthquake Drills for Special Education Classes in Taiwan Elementary Schools, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2790, https://doi.org/10.5194/egusphere-egu2020-2790, 2020.

EGU2020-15142 | Displays | NH9.11

Educational seismology in Nepali schools: tailored solutions to start a program

Shiba Subedi, György Hetényi, Paul Denton, and Anne Sauron

Nepal is located above the convergent India-Eurasia plate boundary and has repeatedly experienced devastating earthquakes. During the 2015 magnitude 7.8 Gorkha earthquake, an often-reported experience was that people were not aware of the threatening seismic hazard and have insufficient level of preparedness. An important source of the problem is that earthquake-related topics are not part of the school curriculum. Earthquake education reaching a broad group of the population early in their lives is therefore strongly needed.

We have established an initiative in Nepal to introduce seismology in schools, which relies on two pillars: a low-cost seismic network with stations installed in schools (presented in another session) and educational activities in schools on earthquakes and the related hazards. For classical teaching, we have prepared educational materials adapted to the Nepali school system, labels and language. By using these materials, not only students in the schools but also local people in the community can learn earthquake education and follow guidelines for better preparedness. We also developed educational sessions using Raspberry Shake low-cost seismometers, for example to record earthquake waveforms and to allow learning-by-doing classroom activities.

For efficient implementation, we have organized a 2-day workshop for the school teachers to prepare them for the new teaching, which was presented by experts in the field and included lots of discussion to find the adapted level. Moreover, during our field visits, we give special lectures and also perform earthquake drills with the students. Well-prepared educational materials such as flyers and stickers are distributed to students, and demonstration tools for physics to schools. All the material from our project is freely available on our program’s website: http://seismoschoolnp.org.

We have started the program by choosing 22 schools in the region, and establishing direct contact with the teachers, principals and the local communities. We found this was an efficient way to implement the project, especially in rural areas. The preliminary and personal feedbacks reflect that this program is well received. A survey-based evaluation on the program’s impact on the local community is being carried out, and we plan to present results at the conference. We hope that the project is able to help this region to prepare for future earthquakes, and we seek that the initiative is spread to other regions  to make earthquake-safer communities across Nepal.

How to cite: Subedi, S., Hetényi, G., Denton, P., and Sauron, A.: Educational seismology in Nepali schools: tailored solutions to start a program , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-15142, https://doi.org/10.5194/egusphere-egu2020-15142, 2020.

EGU2020-19450 | Displays | NH9.11 | Highlight

Seismology at School in Nepal: a network and program for education and citizen seismology

György Hetényi, Shiba Subedi, Paul Denton, and Anne Sauron

Nepal, located above the convergent India-Eurasia plate boundary, has repeatedly experienced devastating earthquakes. During the 2015 magnitude 7.8 Gorkha earthquake, an often-reported experience was that people were not aware of the threatening seismic hazard and have insufficient level of preparedness. An important source of the problem is that earthquake-related topics are not part of the school curriculum. Earthquake education reaching a broad group of the population early in their lives is therefore strongly needed.

We established an initiative in Nepal to introduce seismology in schools, with focus on education and citizen seismology. We have prepared educational materials adapted to the Nepali school system, which we distributed and also share on our program’s website: . In selected schools, we also installed a low-cost seismometer to record seismicity and to allow learning-by-doing classroom activities. Our approach was very well received and we hope it will help making earthquake-safe communities across Nepal.

The seismic sensor installed in schools is a Raspberry Shake 1D (RS1D), selected based on performance in laboratory tests and adequacy to field conditions. At a test site in Switzerland we were able to record magnitude 1.0 events up to 50 km distance with a RS1D. In Nepal, 22 such seismometers installed in schools create the Nepal School Seismology Network providing online data openly. The seismometer in each school allows students to be informed of earthquakes, visualize the respective waveforms, and estimate distance and magnitude of the event. For significant local and regional events, we provide record sections and network instrumental intensity maps on our program’s website.

In 6 months of network operation, more than 194 local and teleseismic earthquakes of M≥4 have been recorded. From a local and a global catalogue, complemented with our own visual identifications, we provide an earthquake wave detectability graph in distance—magnitude space. Based on our observations, we calibrate a new magnitude equation for Nepal, related to the epicentral distance D[km] and to the observed peak ground velocity PGV[µm/s]. The calibration is done to best fit local catalogue magnitudes, and we will present the updated parameters at the conference.

How to cite: Hetényi, G., Subedi, S., Denton, P., and Sauron, A.: Seismology at School in Nepal: a network and program for education and citizen seismology, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19450, https://doi.org/10.5194/egusphere-egu2020-19450, 2020.

EGU2020-11230 | Displays | NH9.11 | Highlight

Paired teaching approach to earthquake education: a cross-country comparison between Dushanbe, Tajikistan and London, United Kingdom

Solmaz Mohadjer, Sebastian Mutz, Matthew Kemp, Sophie Gill, Anatoly Ischuk, and Todd Ehlers

Lack of access to science-based natural hazards information impedes the effectiveness of school-based disaster risk reduction education. To address this challenge, we have created 10 geosciences video lessons (https://www.youtube.com/user/EuroGeosciencesUnion) that follow an innovative pedagogy known as paired teaching. This approach is used to supplement the standard school curriculum with video lessons instructed by geoscientists from around the world and activities carried out by local classroom teachers.

To evaluate the effectiveness of these virtual lessons, we tested selected videos with 38 sixth grade students (12 years of age) and 39 nine grade students (12-13 years of age) from two school classes in Dushanbe (Tajikistan) and London (United Kingdom), respectively. By examining the same videos with two different groups of student populations, we aimed to identify potential factors (e.g., geographic location, culture, level of hazard experience) influencing students’ learning and/or teachers’ teaching of natural hazard information. We asked students from both groups to complete questionnaires before and after video implementations. Questionnaires probed students on topics covered by each video including the Earth’s interior, tectonic plate boundaries, and nonstructural hazards.  

Prior to video implementation, a significant percentage of students from Dushanbe (71%) and from London (51%) demonstrated no conceptual framework about the Earth’s interior. However, when asked about the causes of earthquakes, 90% of London students mentioned plate tectonics in their responses while 51% of Dushanbe students only made references to mountains and volcanoes. Both groups responded similarly to questions concerning earthquake forecasting where most students said it is possible to know the location of future earthquakes, but not their exact time of occurrence. Similarly, both groups demonstrated some knowledge of nonstructural hazards found in typical school classrooms prior to video testing. Following video implementation, a notable portion of Tajik students (71%) showed an increased level of understanding of the Earth’s interior. This is 40% higher than the level of improvement observed in the responses of the UK students. Tajik students showed little improvement (23%) in their understanding of the causes of earthquakes, and continued to list mountains and volcanoes as the primary reasons for earthquake occurrence. For nonstructural hazards identification, both groups showed significant improvement in classroom hazard identification (60% and 80% for Dushanbe and London groups, respectively).  

Our video testing and result comparison between two groups reveal a number of factors affecting curriculum testing (e.g., level of teachers’ participation and suitable classroom culture) and students’ learning of content (e.g., past hazard experience). In this presentation, we discuss these factors and how to maximize the impact of school-based risk reduction education.  

How to cite: Mohadjer, S., Mutz, S., Kemp, M., Gill, S., Ischuk, A., and Ehlers, T.: Paired teaching approach to earthquake education: a cross-country comparison between Dushanbe, Tajikistan and London, United Kingdom, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11230, https://doi.org/10.5194/egusphere-egu2020-11230, 2020.

EGU2020-20155 | Displays | NH9.11

Hands-On Demonstrations for Natural Hazards

Bruce D. Malamud and Faith Taylor

Here we present several teaching demonstrations and hands-on activities for natural hazards. Many methods exist to actively involve students and local community participants, particularly when numbers are large, so that teaching is not just `receiving of information' via monologue talks and using powerpoint. These methods include (a) breaking up into small group discussions, (b) group ‘role playing’ exercises, (c) serious games, (d) hands-on activities, and (e) class demonstrations. This paper concentrates on the latter and includes demos/activities for (a) earthquakes, (b) landslides, (c) tsunamis, (d) volcanoes and (e) weather. Natural hazards demonstrations/activities presented here are mostly inexpensive, have been used in front of large university classes and smaller `break-out groups', and are also appropriate for secondary-school students, university students, and local community communications. We have found that as a teaching tool, students and community participants often become much interested and more excited about what they are learning if use is made of these 5-10 minute class demonstrations or activities, even if only peripherally related to the subject at hand. Resultant discussion with questions and comments by students keeps both the students and the lecturer motivated and intrigued about the subjects being discussed. Days, weeks, and months later, the students remember these `demonstrations', but to set these up takes time, effort, and resources of equipment, although not necessarily a large amount of the latter.

How to cite: Malamud, B. D. and Taylor, F.: Hands-On Demonstrations for Natural Hazards, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20155, https://doi.org/10.5194/egusphere-egu2020-20155, 2020.

We present our experience of learning by doing while integrating ICT, advanced and classic techniques in classroom and fieldwork, to teach Natural Hazards at University. The learning activities are structured around a mountain valley affected by floods and landslides. The working groups (4-5 students) focus on a specific stretch along the valley and adjacent slopes. We alternate classroom activities with field work, organized in 3 steps: 1) Information compilation and preparation of the field work; 2) field work (3 days); and 3) GIS analysis considering hazardous and exposed areas, and final synthesis. The students work with dropbox to compile basic hazard information of the area from archives, administration and university databases, etc. To prepare the field work, they use classical stereoscopic photointerpretation to characterize the geoforms and to study the reference flood occurred in 1982 through ancient aerial photographs. In the field, they use cellphone photos, GoogleEarth and PPT to present their preliminary observations. They use these data to collectively construct the indicators and hazard legends, and to generate the indicators and hazard maps (group task). To conclude, the students present an individual report, including a hazard evaluation and a preliminary risk map generated by GIS analysis. The group tasks and the individual report are used for assessment.

How to cite: Furdada, G. and Guinau, M.: Teaching Natural Hazards at University level: Integration of ICT, and advanced and classic techniques in classroom and fieldwork., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-10481, https://doi.org/10.5194/egusphere-egu2020-10481, 2020.

EGU2020-13265 | Displays | NH9.11

Creating an interdisciplinary environment for training early career scientists in natural hazards

Johanna Mård and Giuliano Di Baldassarre

Climate change, globalization, urbanization and increased interconnectedness between physical, human and technical systems pose major challenges to disaster risk reduction, and natural hazards and disaster research. This calls for novel scientific approaches and new data collections between the natural hazards paradigm and the vulnerability paradigm. Such interdisciplinary problem-solving approaches requires collaboration between multiple disciplines, which also increases the need to introduce interdisciplinary curriculum into higher education within natural hazard research. But, how can we construct a course of study that involve students to adopt interdisciplinary practices and interact across disciplines? The Centre of Natural Hazards and Disaster Science (CNDS) in Sweden, is an interdisciplinary research centre that gathers earth-, engineering- and social scientists to work on understanding coupled human-nature systems and reciprocal feedback mechanisms between natural hazards and sociotechnical vulnerability. The centre also has a strong focus on training early career scientists in interdisciplinary natural hazards research, both through its research school and its international summer school for PhD students. Here we share our experience in training the next generation of early career scientists in the nexus of natural hazards and sociotechnical vulnerability, and present the challenges and opportunities of teaching natural hazards in an interdisciplinary setting.

How to cite: Mård, J. and Di Baldassarre, G.: Creating an interdisciplinary environment for training early career scientists in natural hazards, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13265, https://doi.org/10.5194/egusphere-egu2020-13265, 2020.

Climate change changes the pathway to reach sustainable development. However, the spirit of sustainability is neglected in Taiwan’s education system, which ignored the relationship between climate change and sustainability. This study aims to re-examine the content of climate change education, integrate the concepts of sustainable development, climate change adaptation and transition niche in 12-Year Basic Education Curricula, in order to fill the gap between the international sustainable development trend and climate change education. The methods are literature review and data-gathering methods to understand the connotation through the implementation of international education for sustainable development and climate change education. Furthermore, climate change literacy questionnaires which examined the content validity by the experts were analyzed the sustainability assessment and indicators. At last, the combination of international sustainable development concepts, literacy surveys, questionnaires, is proved to be an effective design for climate change literacy of high school students.  As a result, these can be used as an important framework for designing effective educational strategies to improve students’ climate change literacy and raise their sustainability performance in their daily life.

 

Key Words: Education for sustainable development、Climate change education、Sustainability assessment and indicators、Climate change literacy

How to cite: Hung, W. and Tung, C.-P.: Climate Change Education: From Sustainable Development Thinking to Climate Action, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3640, https://doi.org/10.5194/egusphere-egu2020-3640, 2020.

EGU2020-16813 | Displays | NH9.11 | Highlight

Augmented reality for volcanic and seismic risk communication

Danilo Reitano and Susanna Falsaperla

Dealing with topics concerning natural risk management in a volcanic environment, can greatly benefit from innovative techniques. In particular, Augmented Reality (AR) and Virtual Reality (VR) are well known by Native Digital and can be used by lower-level and university students to promote their understanding of natural risks.

3DTeLC is a three-year trans-European project funded by the Erasmus+ Key Action 2 programme: “Cooperation for Innovation and Exchange of Good Practices, a European scheme that fosters higher education partnerships” (https://www.erasmusplus.org.uk/key-action-2).

The main goal of this project is to help young students to become highly-skilled professionals in the field of environment and geosciences, gaining knowledge in image and 3D-spatial analysis, data management and informatics, and strengthening their mathematical and numerical skills in Earth observation and data analysis.

In the framework of this project INGV team has developed a “Talking poster”, using a custom AR tool to propose a user friendly approach aimed at the reduction of volcanic and seismic risks.

How to cite: Reitano, D. and Falsaperla, S.: Augmented reality for volcanic and seismic risk communication, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-16813, https://doi.org/10.5194/egusphere-egu2020-16813, 2020.

EGU2020-16228 | Displays | NH9.11

GammaEDU: an innovative tool for sensitizing society to natural radioactivity

Matteo Albéri, Carlo Bottardi, Enrico Chiarelli, Kassandra Giulia Cristina Raptis, Andrea Serafini, Virginia Strati, and Fabio Mantovani

Environmental radioactivity is all around us, but the perception of the hazard deriving from this phenomenon is often altered by widespread negative feelings, misconceptions and the shortage of didactic paths dealing effectively with the topic. Ingenious methods for promoting knowledge exchange between researchers, general public and students are increasingly in demand. Traditional physics lessons need to embrace new smart technological tools more familiar to new generations.

We developed a powerful and stand-alone portable detection system called GammaEDU. This device operates autonomously to quantify the presence of radioactive elements in the environment through the detection of gamma rays emitted by their decays and can exchange data with users’ mobile devices via Bluetooth wireless connection.

Through the easy to use GammaEDU Android app the layman operator visualizes in real time the gamma ray spectrum acquired by the detector. The main spectrum structures are automatically highlighted by the software, which allows to take the GPS coordinates and shoot a picture of the surrounding environment. An automatic algorithm processes the acquired spectrum on-board, obtaining the estimated abundances of the different radioisotopes. The data are saved in a KMZ file reporting the measurement results ready to be visualized in a Google Earth and shared on cloud services or social-media applications.

GammaEDU was successfully tested during several educational activities to explore in-situ environmental radioactivity with the general public and with university and lower-level students. Thematic maps of natural radioactivity were created and found to be an effective educational tool for heightening awareness of natural hazards and break out of traditional communication approaches.

How to cite: Albéri, M., Bottardi, C., Chiarelli, E., Raptis, K. G. C., Serafini, A., Strati, V., and Mantovani, F.: GammaEDU: an innovative tool for sensitizing society to natural radioactivity, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-16228, https://doi.org/10.5194/egusphere-egu2020-16228, 2020.

EGU2020-19655 | Displays | NH9.11

Damage simulator - a tool to explore the effects of flood risk drivers on the development of flood damage in Switzerland

Mattia Brughelli, Anna Fehlmann, Mirjam Mertin, Andreas Zischg, Markus Mosimann, Olivia Martius, and Margreth Keiler

Flood risk assessment and the design of risk reduction strategies often neglect the influence of socio-economic development on future exposure and vulnerability to floods and their development over time. Flood risks will increase or decrease depending on proactive adaptations of both households and government. A cooperation between household and government is therefore essential and may be reached by encouraging a constructive flood risk dialog. To overcome communication barriers, ease knowledge transfer between stakeholders and allow an integral rise in flood risk awareness the web-based tool “Flood damage simulator” is introduced.

As a communication and awareness-raising instrument for flood risk management, the tool is directed at various user groups such as policy makers, local authorities, spatial planners as well as researchers. The tool offers scenarios which represent the magnitude of flood damages to be expected today and show possible trends in the near future. Furthermore, it is possible to customize a user defined scenario in which the key flood risk drivers exposure, vulnerability and flood extension can be individually adapted, thus breaking down a complex topic in more comprehensible subunits. Generated knowledge and awareness might promote proactive adaptation of both households and government leading to a reduction of flood risk.

How to cite: Brughelli, M., Fehlmann, A., Mertin, M., Zischg, A., Mosimann, M., Martius, O., and Keiler, M.: Damage simulator - a tool to explore the effects of flood risk drivers on the development of flood damage in Switzerland, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19655, https://doi.org/10.5194/egusphere-egu2020-19655, 2020.

EGU2020-16893 | Displays | NH9.11

How can natural hazard scientists enhance their contribution to building sustainable and resilient societies?

Joel C. Gill, Faith E. Taylor, Melanie Duncan, Solmaz Mohadjer, Mirianna Budimir, and Hassan Mdala

Reducing disaster risk is critical to securing the ambitions of the Sustainable Development Goals (SDGs), and natural hazard scientists can help to do this. Their understanding of Earth dynamics underpins hazard analysis, which (alongside analysis of other disaster risk drivers) in turn informs the actions needed to manage and reduce disaster risk. Here we outline how natural hazard research scientists can contribute to the planning and development of sustainable and resilient communities through improved engagement in disaster risk reduction (DRR). Building on existing good practice, this talk therefore aims to provoke discussion in the natural hazard science community about how we strengthen our engagement in DRR. We first set out seven reflections on improving the integration of natural hazard science into DRR: (i) characterise multi-hazard environments, (ii) prioritise effective, long-term partnerships, (iii) understand and listen to stakeholder, (iv) embed cultural understanding into natural hazards research, (v) ensure improved and equitable access to hazards information, (vi) champion people-centred DRR (leave no one behind), and (vii) improve links between DRR and sustainable development. We then proceed to synthesise key actions that natural hazards scientists and research funders can take to improve education, training, and research design, and to strengthen institutional, financial and policy actions. We suggest that these actions support the translation, adoption and effective application of natural hazards science, and will enable the natural hazard science community to contribute more effectively to the integrated work needed to improve DRR activities.

How to cite: Gill, J. C., Taylor, F. E., Duncan, M., Mohadjer, S., Budimir, M., and Mdala, H.: How can natural hazard scientists enhance their contribution to building sustainable and resilient societies?, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-16893, https://doi.org/10.5194/egusphere-egu2020-16893, 2020.

EGU2020-5316 | Displays | NH9.11

Scientific basis for definition of a fault rupture hazard in Franz Josef Glacier, West Coast, New Zealand, and the fight to see use made of this information.

Virginia Toy, Bernhard Schuck, Risa Matsumura, Caroline Orchiston, Nicolas Barth, and Mark Stirling

There is currently around a 30% probability New Zealand’s Alpine Fault will accommodate another M~8 earthquake in the next 50 years. The fault passes through Franz Josef Glacier town, a popular tourist destination attracting up to 6,000 visitors per day during peak season. The township straddles the fault, with building stock and infrastructure likely to be affected by at least 8m horizontal and 1.5m vertical ground displacements in this coming event. New Alpine Fault science is presented here that adds to the strong evidence in support of moving the township northward and out of a 200m zone of deformation across the fault zone to mitigate future losses.

In 2011 two shallow boreholes were drilled at Gaunt Creek, as part of the Alpine Fault Drilling Project, DFDP. In cores collected from the deeper of these boreholes (DFDP-1B), two ‘principal slip zones (PSZ)’ were sampled, indicating the fault is not a simple geometrical structure. Subsequent studies of the recovered cores have demonstrated:

These studies, combined with other recent outcrop studies nearby, highlight that the central Alpine Fault zone is a complex structure comprising multiple PSZ in the near surface, some of which may have been simultaneously active in past earthquakes. The results support previous studies (e.g. lidar mapping of offset Quaternary features) that underpinned definition of an ‘avoidance zone’ around the fault trace in the town. Sadly, local government has failed to acknowledge this risk in public legislature in a way that adequately protects tourism and community infrastructure, and the >1.3 million visitors passing through the region each year. We will explain other actions consequently taken to build awareness and resilience to this hazard.

How to cite: Toy, V., Schuck, B., Matsumura, R., Orchiston, C., Barth, N., and Stirling, M.: Scientific basis for definition of a fault rupture hazard in Franz Josef Glacier, West Coast, New Zealand, and the fight to see use made of this information. , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5316, https://doi.org/10.5194/egusphere-egu2020-5316, 2020.

EGU2020-21101 | Displays | NH9.11

Do Laymen’s Perceptions of Sea Level Rise Risk Conform to the Scientific Projections?

Wanyun Shao, Hamed Moftakhari, and Hamid Moradkhani

Sea level rise (SLR) in the 21st century poses fundamental risks to coastal residents. The U.S. Gulf of Mexico Coast (Gulf Coast) is among the regions experiencing the most rapid SLR. In addition to its increasing exposure to SLR and related coastal flooding, the Gulf Coast is home to a large percentage of population that displays high social vulnerability. How the coastal population in this vulnerable region perceives the impending risks posed by SLR warrants further examination. The gap between scientific assessment and laymen’s perceptions of climate change and its impacts has posed fundamental challenges in risk communication. Without a thorough understanding of how probabilistic SLR projections would be perceived by the public, scientific communication and adaptation efforts may be hindered. Using a new comprehensive Gulf Coast survey data, this study examines perceptions of future sea level change and provides the first explicit  comparison of coastal residents’ expectation with scientific projections of SLR by mid-21st cenruty.

How to cite: Shao, W., Moftakhari, H., and Moradkhani, H.: Do Laymen’s Perceptions of Sea Level Rise Risk Conform to the Scientific Projections? , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21101, https://doi.org/10.5194/egusphere-egu2020-21101, 2020.

The Ganges and Brahmaputra rivers form in the Himalaya and its catchment is shared among five countries and ultimately deposits the freshwater and sediments in the Ganges-Brahmaputra-Meghna (GBM) delta shared between Bangladesh and India. The delta is strongly influenced by neighbouring countries’ water and sediment management decisions in addition to environmental, climatic and internal management. The coastal population is exposed to climate hazards, including fluvio-tidal floods, tropical cyclones accompanied by storm surges, river-bank erosion, saline water intrusion and arsenic contamination of shallow aquifers. It is also evident that, low income countries prioritize developmental activities for economic development. Hence, disaster prevention and control are not well integrated into socioeconomic activities, which increases exposures and even new disaster risks.

The concept of risk governance includes institutional and policy process to guide/monitor collective activities of a group or community to regulate, reduce or control risk problems. The multi-hazard risk assessment of Ganges Brahmaputra Meghna delta communities depicts the complexities in implementation of risk governance in developing country context. Risk governance has  also been emphasized in the global agreements like Sustainable Development Goals and Sendai Framework of Disaster Risk Reduction. SFDRR priority 2, states the strengthening of disaster risk governance to manage disaster risks with global targets of reducing economic loss, enhancing international cooperation and substantial increase in availability and access to disaster risk information fostering partnerships and collaboration.

Present study analyses the risk governance frameworks in the multi-hazard parlance to understand the effectiveness of policies and plan for the Ganges-Brahmaputra-Meghna (GBM) river delta communities. The qualitative research also reflects that experiences of developing countries on institutional parallelism and implementation challenges. The relationship between state and sub‑national governments has also been examined in the context of local governance systems (both formal and informal).

How to cite: Pal, I. and Szabo, S.: Multi-Hazard Risk Governance framework and implementation challenges in Ganges-Brahmaputra-Meghna (GBM) Delta communities – linking science, policy and decision makers, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22363, https://doi.org/10.5194/egusphere-egu2020-22363, 2020.

NH9.12 – Methods and Tools for Natural Risk Management and Communications

EGU2020-20016 | Displays | NH9.12

ARISTOTLE (All Risk Integrated System TOwards The hoListic Early- warning)- European Natural Hazard Scientific Partnership

Alberto Michelini, Gavin Iley, Öcal Necmioğlu, Gerhard Wotawa, Delia Arnold-Arias, and Giovanna Forlenza and the ARISTOTLE-ENHSP Team

Disaster risk managers need to react rapidly in case of catastrophic events, often trans-boundary, that can result in many casualties and threatening the lives of many others. This all has become of paramount importance given the growing exposure and vulnerability of people and societies.

In Europe, the revisited Union Civil Protection Mechanism (UCPM) is aimed at strengthening the international cooperation between the European Union (EU) and the Member States (MS) in the field of civil protection through the entire disaster risk management cycle. Under this framework, EU require scientific and evidence based-information to be able to take preparedness and response decisions in support to the MS. For such a purpose, the Emergency Response Coordination Centre (ERCC) has been established as the operational coordination hub for the EU's emergency management and operates in the Directorate-General for European Civil Protection and Humanitarian Aid Operations (DG ECHO).

The ARISTOTLE-ENHSP Consortium was awarded in 2016 the European Commission’s DG ECHO two-year “Pilot project in the area of Early Warning System for natural disasters” and, in 2018, the ongoing “European Natural Hazard Scientific Partnership” (ENHSP) contracts.  ARISTOTLE-ENHSP provides to ERCC a 24*7 operational service at pan-european and global level with the main aims of i.) filling the gap in knowledge that exists in the first 3 hours immediately after an event that has the potential to require a country to call on international help, ii.) providing longer term advice following an emergency and iii.) providing  advice when a potential so-called ‘forecastable’ hazardous event is starting to form (e.g., severe weather and flooding events and when possible to volcanic events). This operational service is supported by and based upon the scientific and innovation underlying activities of the developmental aspect of ARISTOTLE-ENHSP. 

ARISTOTLE-ENHSP (http://aristotle.ingv.it) is a multi-hazard partnership comprising 15 partner institutions  (12 from EU Countries; 1 from non-EU countries and  2 European organizations) that combine operational and scientific expertise of a total of 6 inter-related hazard groups (Severe Weather, Floods, Volcanos, Earthquakes and earthquake-generated Tsunamis worldwide).

 Exploiting the scalable approach of the ENHSP, in 2018 Forest Fires hazard has been added for the Pan-European domain. Each of these Hazard Groups brings together experts from the particular hazard domain to deliver a ‘collective multi-hazard analysis’ to the ERCC. During the “pilot project” (1-year), ARISTOTLE was activated 43 times with an almost even subdivision of events amongst meteo and geo hazards. A similar number of activations has occurred in the 1st year of the ongoing ARISTOTLE-ENHSP project. The presentation will illustrate the unique governance structure - modular and scalable in terms of hazards and partners -, the different modes of operation envisaged and the status and the solutions found by the project consortium to respond to the ERCC requirements.

How to cite: Michelini, A., Iley, G., Necmioğlu, Ö., Wotawa, G., Arnold-Arias, D., and Forlenza, G. and the ARISTOTLE-ENHSP Team: ARISTOTLE (All Risk Integrated System TOwards The hoListic Early- warning)- European Natural Hazard Scientific Partnership, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20016, https://doi.org/10.5194/egusphere-egu2020-20016, 2020.

Recently, drones have been widely used in public areas such as disaster relief and rescue, information collection and monitoring of disaster affected areas. In particular, drones are highly useful as a means to quickly identify the extent of disaster damages in the broader range. However specialized skills for drone’s operation are required that means it takes effort and time to train human resources, and also need a budget to preparing equipment. Moreover it is difficult to monitor the disaster situation with government office’s own personnel and equipment if the event were happened in a wide-scale disaster. In this regard, we believe that the cooperation system with activating private drone experts in local area is meaningful way, because they already have expertise and well trained – top level of drone’s operation skills – to monitor the disaster situation in case of necessity. According to consciousness survey for civilian drone experts about the public-private cooperation, they are ready for action with a sense of duty to protect their family and neighbor’s property and human life, and also well known the geographical feature and vulnerable area. Not only do those things help to disaster management, but those make an encouraging their active participation. In this perspective, the research aims at providing a new public-private cooperation model in order to support disaster response based on the expertise and initiative of private sector. We established the operation process with public-private cooperation, in this bottom line drone emergency operation team is effectively organized and activated to support disaster response for 19th Typhoon of Soulik in August 2018. In this presentation, we would like to share our experience and efforts about activating a model of public-private cooperation.

How to cite: Lee, S.: Establishing a Disaster Response Support System based on Activities of Public-private Partnerships: , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13320, https://doi.org/10.5194/egusphere-egu2020-13320, 2020.

EGU2020-22429 | Displays | NH9.12

Comparing natural hazard and risk representations in a transboundary area to enhance civil protection international cooperation

Federica Zambrini, Christian Ambrosi, Daniele F. Bignami, Ilaria Boschini, Dorota Czerski, Alessandro De Pedrini, Giovanni Menduni, Maurizio Pozzoni, and Tommaso L. Sansone

Each country has its own way to manage the civil protection issue and to define hazard and risk. However, in case of transboundary events, it is crucial that people in charge of the emergency management can quickly understand the other nation instruments, for an effective comprehension, communication and optimal collaboration.

The GESTISCO project (Gestione delle emergenze Senza Confini – emergencies’ management without borders), funded in the framework of the “INTERREG Italia – Svizzera” initiative, aims to promote the capability of Lombardy Region (Italy) and the Ticino Canton (Switzerland) to manage risk scenarios involving both countries together. With this work, we present results of one of the project activities: to compare methods to define natural hazard and risk, understand and underline the differences in the mapping method and visualization, and find ways to help the operators and technicians of both countries in reading and interpreting the representations concerning flood and mass movements hazard.

The activity began with a wide phase of comparison, undertaken from a legislative point of view, to understand the origin and purpose of the maps in both countries’ regulations. From a technical perspective, it was important to be aware of the differences in methods and to understand the reasons behind the inconsistencies. Finally, the data visualization on the maps was also compared, in order to understand the possible reading difficulties for people involved in the risk management and to identify strategies to overcome them.

The next step of the project is the translation of the results of the performed analysis into some practical digital instruments that can easily allow to manage transboundary events, helping the operators in reading and understanding the scenario occurring across the border.

How to cite: Zambrini, F., Ambrosi, C., Bignami, D. F., Boschini, I., Czerski, D., De Pedrini, A., Menduni, G., Pozzoni, M., and Sansone, T. L.: Comparing natural hazard and risk representations in a transboundary area to enhance civil protection international cooperation, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22429, https://doi.org/10.5194/egusphere-egu2020-22429, 2020.

EGU2020-13253 | Displays | NH9.12

Identification of infrastructures prone to natural hazards with open source databases

Luca Piciullo and Unni Eidsvig

The number of natural disasters and the economic damage have dramatically increased in the last three decades. The reason can be ascribed to the increase in number and intensity of events due to climate change and continuous urbanization in areas often exposed to natural hazards. Roads and railways are important infrastructures ensuring social and commercial exchanges within and among nations. In our changing environment, infrastructures are more often exposed to different types of natural hazard, such as: floods, landslides, heatwaves, earthquakes and wildfires. The impacts generated may encompass accidents, damages to infrastructure assets, delays and malfunctioning of the transportation network, resulting in economic and social consequences. Climate changes can lead to an escalation of such negative impacts of natural hazards if no counter-measures are taken.

The first step in risk reduction of natural and weather-related adverse events is to identify the infrastructures exposed and the different natural hazards threatening them. A review of the available natural hazards databases at European scale has been carried out. An increased number of universities, governmental and research institutions have focused their attention, in the last decade, on natural hazards analysis and mapping. Numerous EU projects have also been founded on this topic and, several databases dealing with different natural hazards have been produced, so far. A review analysis of all open source databases available through internet has been carried out at a European level. The review gathered maps that allow the visualization of weather parameters and natural hazards in a GIS environment. The main natural hazards investigated were: floods, landslides, earthquakes, wildfires and heatwaves. Moreover, a specific focus has been payed to the following demonstration sites in the SAFEWAY project: Andalucia and Murcia regions in Spain; and Santarem, Leiria, Coimbra regions in Portugal. For each of them, the most critical hazards have been considered: floods and wildfires in Portugal; and floods, wildfires and heatwaves in Spain. For these location and hazard types, the availability of national and regional databases was investigated. If those databases were not available, the one at European scale was considered for the analyses. The most exposed parts of the transportation system were mapped by overlapping hazard maps with the railway and road tracks in a GIS environment. The information on the different infrastructures (railways and primary, secondary and tertiary roads) are provided by Open Street Map for each nation. The overlapping highlights the infrastructures "hot-spots" for different natural hazards.

The research leading to these and future results receives funding from the European Community’s H2020 Programme MG-7-1-2017 Resilience to extreme (natural and man-made) events, under Grant Agreement number: 769255 - "GIS-based infrastructure management system for optimized response to extreme events of terrestrial transport networks (SAFEWAY, https://www.safeway-project.eu/en)".

How to cite: Piciullo, L. and Eidsvig, U.: Identification of infrastructures prone to natural hazards with open source databases, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13253, https://doi.org/10.5194/egusphere-egu2020-13253, 2020.

EGU2020-7784 | Displays | NH9.12

FAT tool: A decision support tool for disaster risk reduction in the Alpine Space

Francesca Poratelli, Cristopher D'Amboise, Michael Neuhauser, Cristian Accastello, and Filippo Brun

The last decades have seen a higher attention payed to natural hazards due to the increasing losses and economic damages caused by them. Researchers, practitioners and local administrations studied the best way to mitigate and prevent them, using both structural and non-structural  defense techniques. Even though there are now several possible solutions to be used, it is not always easy for decision makers to choose the best option from both a technical and an economical point of view.

With the FAT tool we aimed at providing a useful mean for practitioners to help them choose between various protection options. The FAT tool is an online platform where the user, inserting a limited number of input data (e.g. slope profile, slope width, forest cover), is provided with an easily understandable output, that being a comparison of the costs and the benefits generated by different protection solutions.

The tool is built on an empirical, profile-based hazard model and deals with avalanches, rockfall and shallow landslides. The outputs of the hazard models are used to dimension and calculate the costs and benefits of several protection options and the damages avoided by those. The possible solutions considered are: ecosystem based solutions (e.g. protection forest), technical measures (e.g. snow fences, catching dams, rockfall nets), avoidance measures (e.g. road closure, building evacuation) and a combination of these. The most innovative part of the tool is the importance given to the role of the forest, and generally to the Eco-DRR solutions, on the hazard track, where a forest protection effect indicator is calculated to assess the effectiveness of a stand in mitigating the risk on the chosen profile. The outputs of the FAT tool, consisting in the index and the economic values of different alternative protection measures, can help the user identify the areas where the forests have the highest mitigation effect and choose where to allocate forest management resources.

How to cite: Poratelli, F., D'Amboise, C., Neuhauser, M., Accastello, C., and Brun, F.: FAT tool: A decision support tool for disaster risk reduction in the Alpine Space, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-7784, https://doi.org/10.5194/egusphere-egu2020-7784, 2020.

EGU2020-8917 | Displays | NH9.12

Analyses of risk from natural hazards for early planning of new highways in Norway

Bjørn Kalsnes, Anders Solheim, Kjetil Sverdrup-Thygeson, Carl B. Harbitz, Unni Eidsvig, Farrokh Nadim, Mats Ruge Holte, Fredrik Dingsør-Dehlin, Kai Fjelstad, Hans Olav Hygen, and Amund Søvde Haslerud

On contract from a newly established road company in Norway, Nye Veier AS, a consortium of natural scientists and social scientists have carried out an early planning stage risk analysis from natural hazards for a series of new roads in Norway. An aim of the study was to establish methods and tools that the client could use relatively easily in their own premises and that could serve as a useful tool in design of the roads, including final selection of the route.

Firstly, a GIS-based tool was developed to perform a first screening of corridors around the proposed road. Hazards analysed included snow avalanches, rock falls, debris flows- and slides, landslides in sensitive ('quick') clays, floods, storm surges, strong winds and snow drift. In this phase we mainly used susceptibility maps and other data available on the internet. However, some of these are very conservative, and various methods of optimization have been performed in the analyses. After ground truthing of selected results of the GIS analyses, by field work, and by comparing with hazard maps based on previous field work, the GIS tool was installed in the client's premises and is currently being used by them.

Secondly, field work was carried out based on the results from the GIS screening. Identified higher-hazard segments were inspected, and key parameters, such as probability, length of closure in case of an event, type and cost of mitigation measure, and suggestions for potential re-routing were recorded in the field. Some of the hazard segments identified by the GIS analyses could also be called off from the field work. Results from the field work were standardized to the degree possible, e.g. in cost classes for mitigation measures, duration classes for closure time, etc.

Consequence and risk analyses were carried out based on the results of the combined GIS screening and field work. The consequences were estimated in two classes; a) Indirect Economic Consequence of a closed road, based on traffic density and type, the probable duration of closure, and the re-routing possibilities, and b) the consequences regarding emergency actions, i.e. the location of critical infrastructure (hospitals, fire stations, etc.) and the possibility for emergency vehicles to pass.

Climate change was considered mostly for the hazards that are directly connected to precipitation. For these a 'climate factor' was added based on the regional scenarios for 2100.

To ensure optimal communication of results to the client, the main delivery is a digital, GIS-based product. Hazard, consequence, and risk are marked in colours along the planned roads. By clicking on individual hazard segments, a comprehensive fact sheet appears with all available information, comments and numbers collected through the whole process. This includes also field comments, and a risk diagram, where also the estimated risk at year 2100 is indicated.

The work has been done in close interaction with the client, to ensure the most readily usable tool for them in present and future road projects.

How to cite: Kalsnes, B., Solheim, A., Sverdrup-Thygeson, K., Harbitz, C. B., Eidsvig, U., Nadim, F., Holte, M. R., Dingsør-Dehlin, F., Fjelstad, K., Hygen, H. O., and Haslerud, A. S.: Analyses of risk from natural hazards for early planning of new highways in Norway , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8917, https://doi.org/10.5194/egusphere-egu2020-8917, 2020.

EGU2020-21604 | Displays | NH9.12

Regional Coastal Cooperation in southern Sweden as a method for coastal management and communication.

Per Danielsson, Dominika Nordh, and Anette Björlin

Abstract

The County Administrative Boards in Skåne and Halland, together with the Swedish Geotechnical Institute (SGI), and Swedish Geological Survey (SGU), have taken the initiative to start a Regional Coastal Cooperation. Both counties’ municipalities and individuals are currently facing problems managing rising sea levels, erosion and flooding.

Regional cooperation is important for Skåne and Halland as they are the two counties in southern Sweden that are most likely to be exposed to the combined effects of rising sea levels, flooding and erosion. Strategic and coordinated efforts at local level are needed to deal with these challenges in coastal areas, where guidance and support are also provided from regional and national levels. Today's governance system where the responsibility for dealing with these challenges falls on municipalities and individual home owners, presents difficulties in solving complex issues. Various actors feel that they are affected in a way that is not fair. Implementing appropriate measures requires extensive coordination, collaboration, a clear division of responsibilities and financial resources. Regional Coastal Cooperation aims, among other things, to inform national decision-makers in close dialogue with the coastal municipalities in Skåne and Halland that there is a need to strengthen the state's responsibility for these issues.

Regional Coastal Cooperation also to highlights the need to develop knowledge and planning in order to deal with the difficult issues associated with rising sea level which may affect the development, infrastructure and other values ​​on the coast. Today, there is no comprehensive information on how coastal processes affect different coastal sections in Skåne and Halland. Knowledge about different types of measures and how well they work also needs to be increased. Increased knowledge and consensus are necessary to achieve measures that involve sustainable development in accordance with Agenda 2030 and the global goals.

The overall goal of Regional Coastal Cooperation is to find concrete solutions to address the challenges posed by rising sea levels, erosion and flooding in coastal areas in Skåne and Halland in ways that are environmentally, economically and socially sustainable.

In this presentation, we discuss the challenges and potentials of how five identified project groups within Regional Coastal Cooperation project work to implement solutions in coastal areas. Thus, we present how coastal municipalities and the property owners concerned gain knowledge of coastal processes, potential risks and possible measures. We evaluate how coastal municipalities develop and implement strategies for planning and managing the coast that ensure long-term sustainable solutions; manage erosion and flood on the basis of good knowledge, long-term visibility, flexibility, transparency and a holistic perspective. And we highlight how Regional Coastal Cooperation works to ensure that there is a sustainable and fair distribution of responsibilities and financing model for the undertaken measures. Finally, we assess the need for continued and strengthened cooperation in these coastal regions.

How to cite: Danielsson, P., Nordh, D., and Björlin, A.: Regional Coastal Cooperation in southern Sweden as a method for coastal management and communication. , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21604, https://doi.org/10.5194/egusphere-egu2020-21604, 2020.

In high mountainous areas worldwide, snow avalanches represent one of the main morphodynamic processes which influence the morphology of steep slopes. They usually disturb the forests, and represent a significant natural hazard that may endanger the safety of tourists exposed along the hiking trails crossing the avalanche-prone slopes. In the context of the growing tourism activities in the area where tourist become exposed to snow avalanche hazard, there is need for detailed analysis for documenting the past activity of this geomorphic process, especially in remote areas where historical data is lacking. Such mountainous area without snow avalanche monitoring and archival records is in Parâng Mountains (Southern Carpathians, Romania). On forested slopes, trees disturbed by snow-avalanches may record in their growth rings information about the past event occurrence. The main aim of this study is to improve the knowledge about the past snow avalanche history using tree-rings approach. To this end, 57 disturbed spruce (Picea abies (L.) Karst.) trees growing along an avalanche path located on the western slopes of the Parâng Mountains were sampled and their growth disturbances (scars, traumatic resin ducts, compression wood and growth suppression sequences) served to reconstruct the snow-avalanche history back to 1950. Tree-ring analyses allowed reconstructing a minimum of 14 snow avalanche events which occurred in the past along the investigated path. The tree-ring approach presented in this study proved to be a valuable tool in reconstructing snow avalanche history and compliting the snow avalanche database in Parâng Mountains. The number and spatial extent of documented snow avalanches evidence the potential snow avalanche hazards in the study area. The tree-ring data from the present study, together with those presented by the previous studies in the study area may further contribute to the snow avalanche hazard assessment. 

How to cite: Todea, C. and Pop, O.: Tree-ring dating of snow avalanche history in Parâng Mountains (Southern Carpathians, Romania), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-587, https://doi.org/10.5194/egusphere-egu2020-587, 2020.

EGU2020-870 | Displays | NH9.12

Fatal Landslide Database of Turkey (FATALDOT)

Tolga Gorum and Seckin Fidan

Landslides are one of the destructive geomorphological hazards that cause substantial socio-economic and environmental damages on a global scale. Knowing the precise number of deaths caused by landslides and their spatial and temporal distributions will facilitate a better understanding of the losses and damages, and further to prevent and minimize the damages caused by this type of disasters. Thus, reliable historical inventories, including past landslide events, are crucial in understanding the future landslide hazards and risks.

Turkey, similar to mountainous countries suffering from landslides, is also high-elevated (average altitude of >1100 m) and tectonically active country located where the Europe and Asia continents meet. In the years between 1995-2014, 335 of the total 1375 fatalities caused by landslides in European countries have occurred in Turkey. This reported number not only shows that Turkey is the first country in Europe in terms of deaths caused by landslides but also implies that the landslide related problems are overwhelming than expected in Turkey. Although many studies have been carried out on individual landslides and landslide inventories in Turkey, we have limited information about the landslides that cause death. However, there are many landslide events that resulted in the deaths of tens of people every year in Turkey. Therefore, neglecting fatal landslides and their consequences resulted in an unrealistic comprehension of landslide risk. In this respect, we contribute to filling this data gap by presenting the first country-scale archive inventory of fatal landslides, their spatio-temporal distribution, and the triggering mechanism characteristics for Turkey, which is Europe's topmost deadly country.

The fatal landslide events in Turkey for the period from 1929 to 2019 were compiled from various sources comprising national and local printed and digital media reports with pre-determined keywords in Turkish, academic papers, disaster, and city annual reports, and government and aid agency reports. According to the new database, 1343 people lost their lives as a result of 389 landslide events in Turkey between 1929 and 2018. In total 197 fatal landslide events, which resulted in 301 deaths, were identified due to anthropogenic triggers (i.e., construction, infrastructure, and mining activities). On the other hand, 147 landslides occurred, and 883 people lost their lives due to natural triggering factors. The natural trigger origin of the fatal landslides is concentrated in the Eastern Black Sea and is generally shallow landslides corresponding to regolithic zones where chemical weathering is severe. On the contrary, the trigger factor of 45 landslide events cannot be assigned to the FATALDOT database due to a lack of detailed information in incidence reports. The database, which is planned to be transformed into an information system with a semi-automatic update feature, is thought to be an underlying data source for future research works to prevent hazard and risk studies and landslide-related deaths in the country scale.

How to cite: Gorum, T. and Fidan, S.: Fatal Landslide Database of Turkey (FATALDOT), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-870, https://doi.org/10.5194/egusphere-egu2020-870, 2020.

EGU2020-2633 | Displays | NH9.12

Risk management and risk assignment: from digital distruption to statistical tools for natural events’ Risk

Giovanni Di Trapani, Renato Somma, Antonio Coviello, Giuseppe De Natale, Claudia Troise, and Alfredo Trocciola

Recent calamities in Italy caused by natural disasters encouraged scientists and politicians to assess the need to find instruments for limiting risks. Risk Management suggests methods of adopting various options. A successful approach, thanks to the inexorable growth of digital technology, involves the use of the information infers from the decoding of Big Data. The radical technological advances generated by digital technologies require the application of appropriate statistical tools. The adoption of more flexible and interactive tools and strategies to analyses the natural phenomena (e.g. floods and landslides) as well as possible disasters like eruptions and earthquakes could ensure an optimal response to risk transfer and management.

How to cite: Di Trapani, G., Somma, R., Coviello, A., De Natale, G., Troise, C., and Trocciola, A.: Risk management and risk assignment: from digital distruption to statistical tools for natural events’ Risk, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-2633, https://doi.org/10.5194/egusphere-egu2020-2633, 2020.

EGU2020-19801 | Displays | NH9.12

Evaluation of landslide risk drivers to define risk management strategies at the municipal level

Susana Pereira, Pedro P. Santos, José L. Zêzere, Alexandre O. Tavares, Ricardo A.C. Garcia, and Sérgio C. Oliveira

Nowadays it is essential to develop new methodologies to quantify landslide risk, which contribute to the landslide risk management at the municipal level. In this work, a Landslide Risk Index (LRI) is computed for the 278 Portuguese municipalities, which are ranked and characterized according the landslide risk drivers. Landslide risk index was assessed as the product of hazard, exposure and physical vulnerability of buildings scores.

The landslide hazard includes the landslide susceptibility evaluated at the national scale using the Information Value method and further validated with prediction-rate curves (Zêzere et al., 2018). Additionally, a weather and climate events index (WCE) was computed using a multicriteria analysis that included the annual frequency of circulation weather types associated to damaging landslides and an extreme precipitation susceptibility index (Santos et al., 2020). Exposure  was evaluated for each municipality using the population density (inhabitants/km2) and the road density (km/km2). The physical vulnerability of the buildings was computed using four statistical variables obtained from the official Census: (i) construction technique and construction materials, (ii) reinforced structure, (iii) number of floors and (iv) conservation status. Variable classes were empirically weighted.

Exposure is the main driving force of LRI in the metropolitan areas of Lisbon and Porto, whereas the hazard is more relevant in the NW municipalities and the physical vulnerability is the major driving force in the south of the country.

For each municipality a landslide risk profile was built, based on the combination of the three driving forces, which can be compared and ranked. Therefore, the landslide risk management strategies at the municipal level must be adjusted to the corresponding dominant drivers in order to reduce landslide impacts.

Municipalities with high values of hazard are sensitive to changes on the other risk components, which should draw additional efforts concerning land use management and emergency planning. On the exposure, planning instruments should consider the negative effects on LRI from measures that promote the expansion of people and economic activities towards hazardous zones. On the physical vulnerability, public policies should be aware of the increasing physical vulnerability of buildings in time due to age and lack of maintenance and to public works involving embankments and earthworks.

This work contributes to context-oriented strategies of landslide risk management that still lacks in most of the national and regional levels of risk governance processes.

 

Acknowledgements:

This work was financed by national funds through FCT—Portuguese Foundation for Science and Technology, I.P., under the framework of the project BeSafeSlide—Landslide Early Warning soft technology prototype to improve community resilience and adaptation to environmental change (PTDC/GES-AMB/30052/2017) and by the Research Unit UIDB/00295/2020. Pedro Pinto Santos is funded by FCT (project reference CEEIND/00268/2017).

 

References:

Santos, P.P.; Pereira, S.; Zêzere, J.L.; Tavares, A.O.; Reis, E.; Garcia, R.A.C.; Oliveira, S.C. (2020) A comprehensive approach to understanding flood risk drivers at the municipal level. Journal of Environmental Management (in press).

Zêzere, J.L., Oliveira, S.C., Pereira, S., Garcia, R.A.C., Melo, R., Vaz, T., Tavares, A.O., Bateira, C., Santos, P.P., Meneses, B., Quaresma, I. (2018) Construction of a National Landslide Susceptibility Map for Portugal. Geophysical Research Abstracts, Vol. 20, EGU2018-4541.

How to cite: Pereira, S., Santos, P. P., Zêzere, J. L., Tavares, A. O., Garcia, R. A. C., and Oliveira, S. C.: Evaluation of landslide risk drivers to define risk management strategies at the municipal level, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19801, https://doi.org/10.5194/egusphere-egu2020-19801, 2020.

Geological Survey of Finland (GTK) provides data on assessing risks related to soil geochemical baselines and acid sulfate soils. The results are published as map services and they can be used for example to aid land use planning, environmental impact assessments, evaluation of soil contamination and soil remediation actions. Acid sulfate soil data can also be utilized in water protection planning.

Geochemical baseline samples are gathered from the most common minerogenic soil parent materials in urban areas, industrial environments and in the surroundings of mine sites. In the map service data 17 elements are presented in total and it is possible to calculate the regional soil baseline values from a desired area.

The acid sulfate soil map service contains survey data on the properties of acid sulfate soils in the coastal regions of Finland. It is possible to study the general maps of the probable presence of acid sulfate soils and survey-point specific information based on drilling and analysis results.

Both map services mentioned above are free to view at the GTK web pages.

How to cite: Pihlaja, J.: Geological map services as a tool for natural risk management in Finland: Geochemical baselines and acid sulfate soils, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6632, https://doi.org/10.5194/egusphere-egu2020-6632, 2020.

EGU2020-6616 | Displays | NH9.12

Examining Climate Justice with Regional Disaster Resilience

Yi Shiuan Chen

     "Climate Justice" explains "climate change as the source of a double inequality with an inverse distribution of risk and responsibility around the regions.” It is also represents a “disproportionate disaster risk burden” between regions, and focus on the limit of the living conditions in climate change. Recently, the issue of "climate justice" has been highly valued internationally. Before the start of the “United Nations Climate Change Conference”(COP24) in 2018, there were 130 countries and 403 nonprofit organization signed a statement and required that all governments needed to pay attention to climate justice and should include in “Paris Agreetment”.
     In recent years, there has been a correlation between climate justice research and “disaster resilience”, but it can be found that the research of climate justice is not much different from the general disaster resilience research, and the analysis of the research is less included in the inequality of climate justice. In addition, the meanings and theories of "climate justice" have not been systematically generalized in the past literature.
Therefore, in addition to thoroughly understanding the theory and contents of "climate justice" this research will identify areas with "climate injustice" characteristics through quantitative research methods (Spatial Autocorrelation e.g.). Besides, climate change is a " long-term impact ", it is not easy to calculate from a single timing, so this research will join the time factors to analyze the "time lag effect."  
     This research will choose Taiwan as the research area and focus on flooding data because of the unfairness between water management budget and the flooding condition of the extreme rainfall. Then the above research results will be incorporated into the “Climate Justice ” theory as a basis for diagnosing regional disaster resilience and give advice on policy and planning in response to climate justice.

How to cite: Chen, Y. S.: Examining Climate Justice with Regional Disaster Resilience, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-6616, https://doi.org/10.5194/egusphere-egu2020-6616, 2020.

EGU2020-11832 | Displays | NH9.12

Mapping of sinkholes in highly urbanized areas: Queretaro, Mexico.

Iliana Guadalupe Hernández López, Enrique González Sosa, María de la Luz Pérez Rea, and Dora Celia Carreón Freyre

In recent years, there have appeared sinkholes of various dimensions in urban areas in different parts of the world. This phenomenon represents a serious social, economic and environmental danger, since it causes alarm among the population, and considerable damage in the infrastructure. The sinkholes are generated mainly by two causes: karstic geology (common in calcic sedimentary rocks) or by the presence of excess water generated by cracks in the pipe water and sewage systems.

The excess of water is the most frequent case in highly urban centres, where the lack of maintenance or the age of the drainage systems, generate internal erosion and dissolution of the finest particles, producing the abrupt vertical collapse of the soil, which develops an hole in the ground. From experimental studies, the mechanism of soils that generate internal erosion; soil stratification, soil types and their hydrodynamic properties, is well known.

In Mexico, sinkholes are a very common problem in the center of the country, mainly in states like Aguascalientes, Mexico City, San Luis Potosi, State of Mexico and Queretaro. In particular, in the city of Queretaro, there have been sinkholes, which have affected the traffic and movility of this city.

Documentary analysis and mapping indicate that this type of sinkholes show a tendency to be generated in the periphery of the capital of Queretaro, because these are areas of potential urban growth, as well as exceeding the service capacity of the sewage and potable water systems, regardless of the construction process of this type of work. The results show that in 2018, at least seven significant sinkholes were generated in the urban area, while in 2019, more than 15 sinkholes, most of which have been ruled to be caused by a rupture in potable water and sewage pipes, were reported.  In this first evaluation we can observe a double increase in the appeareance of sinkholes, therefore, it is necessary to carry out constant field and experimental studies, to understand the mechanism of these phenomena that occur in highly urbanized areas.

How to cite: Hernández López, I. G., González Sosa, E., Pérez Rea, M. D. L. L., and Carreón Freyre, D. C.: Mapping of sinkholes in highly urbanized areas: Queretaro, Mexico., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11832, https://doi.org/10.5194/egusphere-egu2020-11832, 2020.

Under the background of global changes, the frequency and intensity of various meteorological disasters are increasing, which poses a great challenge to the risk management worldwide. The Sendai Framework was put forward by the third world conference on disaster reduction, providing a roadmap for the international community to respond to disaster risks. In recent years, China has stepped up its implementation of disaster risk reduction actions, but there has been no systematic platform to supply professional services of meteorological disaster risk reduction for decision makers. In order to effectively reduce the risk of meteorological disasters and meet the urgent need in service, Beijing Climate Center of China developed a Meteorological disaster risk management platform (MDRMP), which integrates the technology of big data management, scientific achievements transformation and spatiotemporal multidimensional visualization, under a unified highly-intensified framework. Through three years of hard work, MDRMP was initially built and has been put into operation, providing professional services for decision makers and other stakeholders with real-time disaster monitoring, early warning, impact analysis and risk assessment. The main functions of MDRIMP include hazard identification, risk prediction, risk regionalization, warning service, information inquiry, online analysis, etc.
MDRMP contains four subsystems, namely, Big Data Application Center, Model and Algorithm Center, Online Analysis Center and Operation Center. Big Data Application Center include 12 major categories, more than 600 million various pieces of information. Based on the Cloud-terminal and GIS technology, the multi-source and heterogeneous data is jointed in horizontal direction and correlated in vertical direction with its spatial attributes, forming the core database of the whole system. Model and Algorithm Center integrated more than 100 models of the algorithm related to disaster risk analysis. The algorithm library realizes the unified scheduling, management and real-time monitoring through registration, classification and execution monitoring technologies.
MDRMP has already been applied nationwide based on a Cloud-terminal, and support unified access, personalized configuration and service customization of users in provinces, cities and counties in China. This paper provides an overview, functions and the current status of the MDRMP. It will also describe how services are made available to the end user via various channels in addition to the productions of MDRMP in routine operations.

How to cite: Li, Y.: An Integrated GIS and Big Data Platform for Meteorological Disaster Risk Management and its Application, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22394, https://doi.org/10.5194/egusphere-egu2020-22394, 2020.

EGU2020-19330 | Displays | NH9.12

Evaluation of flood risk drivers as a tool to define municipal risk profiles

Pedro Pinto Santos, Susana Pereira, José Luís Zêzere, Alexandre Oliveira Tavares, Eusébio Reis, Ricardo A. C. Garcia, and Sérgio Cruz Oliveira

This work aims to compute a flood risk index (FRI) for the 278 Portuguese municipalities, designed to rank and characterize the drivers of fluvial flooding-related disasters (Santos et al., 2020). FRI is the product of hazard, exposure and vulnerability scores, where each factor is raised to 1/3, a solution also applied by the INFORM risk index to increase the dispersion of index values.

Hazard considers two variables: flood susceptibility (SUSCF), and the weather and climate events index (WCE) translating the frequency of the rainfall events that may generate peak flows. SUSCF is the product of stream flood susceptibility (SFS) (Santos et al., 2019) and the main flood-prone areas (MFPA). SFS considers flow accumulation, slope angle and relative permeability, accounting for the cumulative effect of these factors along the entire basins’ area. MPFA results from overlaying areas with slope angle ≤ 2º and areas with Height Above Nearest Drainage ≤ 2, only when they were topologically connected to streams with SFS > 5.

Exposure considers three variables: population density (PD), road density (RD) and the average degree of imperviousness (ADI). PD (inhab./km2) is based on the 2011 Census. RD (km/km2) is calculated from the OpenStreetMap© data. ADI is the municipal average value of the layer “IMD - Imperviousness Degree 2012 – 20 m resolution”, from the Copernicus Land Monitoring Service.

Vulnerability (V) is the product of criticality and support capability, where the latter acts by attenuating criticality, according to the methodology presented by Tavares et al. (2018) to assess social vulnerability.

The six core variables were scaled to the range [0, 1] following the max-min method. The respective weights were tested and selected according to the scientific literature, correlation and reliability tests.

Ward’s clustering classification was used to define seven clusters of municipalities, differing in the scores of hazard, exposure and vulnerability. While it is suggested that municipalities in some clusters would require interventions to reduce hazard, others should invest on medium to long-term measures that address high exposure and vulnerability. The results obtained with this methodological approach contribute to the diversification of flood risk management strategies.

 

Acknowledgements:

This work was financed by national funds through FCT—Portuguese Foundation for Science and Technology, I.P., under the framework of the project BeSafeSlide‑Landslide Early Warning soft technology prototype to improve community resilience and adaptation to environmental change (PTDC/GES-AMB/30052/2017) and by the Research Unit UIDB/00295/2020. Pedro Pinto Santos is funded by FCT through the project with the reference CEEIND/00268/2017.

 

References:

Santos, P.P., Pereira, S., Zêzere, J.L., Tavares, A.O., Reis, E., Garcia, R.A.C., Oliveira, S.C., 2019. A comprehensive approach to understanding flood risk drivers at the municipal level. J. Environ. Manage. https://doi.org/10.1016/j.jenvman.2020.110127

Santos, P.P., Reis, E., Pereira, S., Santos, M., 2019. A flood susceptibility model at the national scale based on multicriteria analysis. Sci. Total Environ. 667, 325–337. https://doi.org/10.1016/j.scitotenv.2019.02.328

Tavares, A.O., Barros, J.L., Mendes, J.M., Santos, P.P., Pereira, S., 2018. Decennial comparison of changes in social vulnerability: A municipal analysis in support of risk management. Int. J. Disaster Risk Reduct. 31, 679–690. https://doi.org/10.1016/J.IJDRR.2018.07.009

How to cite: Santos, P. P., Pereira, S., Zêzere, J. L., Tavares, A. O., Reis, E., Garcia, R. A. C., and Oliveira, S. C.: Evaluation of flood risk drivers as a tool to define municipal risk profiles, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19330, https://doi.org/10.5194/egusphere-egu2020-19330, 2020.

EGU2020-18981 | Displays | NH9.12

Smart Geospatial System Design for Real-Time Risk Assessment at the Highly Active Area of the Ionian Islands, Greece

Evelina Kotsi, Spyridon Mavroulis, Michalis Diakakis, Emmanuel Vassilakis, and Efthymios Lekkas

The Ionian Islands are located in the northwestern part of the Hellenic Arc and constitute one of the most seismically active areas in the Mediterranean. Building a geospatial database including all the available geo-information layers was the initial step for identifying and delineating the earthquake-related environmental effects by using various mapping algebra techniques and algorithms. Landslide, liquefaction and tsunami related inventories were created. Real time recording network of sensors such as meteorological instruments, seismographs, accelerometers etc was designed to trans pond data telemetrically and feed a dynamically interactive geodatabase, which in turn act as a smart tool for declaring an area as vulnerable to a specific hazard. The abovementioned approach can contribute to the reduction of the consequences after a disastrous event, as it will provide useful information to the civil protection authorities for increased alertness during an ongoing threat.

The identification of the risk areas by using various methods has become significant in recent years due to the fact that among others it serves as a valuable tool for revealing and highlighting sites of significant hazards. In this study we present a smart tool, specially developed for recording and taking under consideration any changing parameters that affect the susceptibility of an area to any of the studied geo-hazards and highlight it on a digital real time updateable map.

How to cite: Kotsi, E., Mavroulis, S., Diakakis, M., Vassilakis, E., and Lekkas, E.: Smart Geospatial System Design for Real-Time Risk Assessment at the Highly Active Area of the Ionian Islands, Greece, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18981, https://doi.org/10.5194/egusphere-egu2020-18981, 2020.

EGU2020-5881 | Displays | NH9.12

A global scale geospatially located landslide dam dataset

Hang Wu, Mark Trigg, and William Murphy

Landslide dams are a common hazard reported in mountainous areas around the world, where the dams block the normal flow of the river and can cause catastrophic flooding downstream when the temporary dam subsequently fails. Most of the research that couples landslide dams and fluvial systems have been concentrated on a site-specific scale and thus little is known about where these hazards are clustered and how they connect to climate and geology. A detailed and comprehensive dataset of landslide dams is not currently available at the global scale, since most global landslide dam datasets contain very little precise spatial information, which makes it harder to explore and to analyze the impacts on floods by modelling over larger scales. 

To narrow this data gap, we are developing a new global landslide dam dataset, recording: spatial coordinates, time information, dam materials, geomorphic characteristics of catchments, landslides, landslide dams and impounded lakes, and hydrographic characteristics of subsequent flood events and their consequent damage. This has been collated from bibliographic works in a number of languages. In the process of building the database we have encountered several obstacles including language barriers, indistinct naming standards, vague and patchy spatial information, and the diversity of data access in different countries. So far, we have data from over 700 individual events that have been synthesized into the same data format with consistent units and spatial references.

The spatial distribution of landslide dam shows hazard hot spot areas concentrated around mountainous areas. The number of landslide dams reported increases exponentially during the past 1000 years, with the highest peak in the last 20 years. This increase is most likely due to better records in more recent years. Some extreme large-scale events, including earthquakes, floods, typhoons and volcanic eruptions have contributed to other peaks in the record. Initial analysis of the data will be used to explore distribution differences of dimension data, such as height, length and volume, of landslide dams that are induced by different triggers, to explore the triggers effect on landslide dam formation.

The summary information of the dataset and the characteristic analysis result will be presented with a comparison to existing landslide dam datasets. A spatial distribution map of landslide dams and hazard hot spot areas will also be presented. This extensive global landslide dam dataset will allow researchers to understand the spatial distribution, geomorphic characteristics of landslide dams, and the connections among the dimensions of landslide sources, landslide dams, impounded lakes and upstream catchments. We will continue to develop this current landslide dam dataset and welcome feedback and additional datasets to supplement the database. Upon completion, the dataset will be made open access for wider research purposes and collaborations.

How to cite: Wu, H., Trigg, M., and Murphy, W.: A global scale geospatially located landslide dam dataset, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5881, https://doi.org/10.5194/egusphere-egu2020-5881, 2020.

EGU2020-20816 | Displays | NH9.12

Development and application system based on static and dynamic data for disaster management

Jin Yi Park, Ok Ju Kim, Sohee Lee, and Junwoo Lee

The patterns of recent disasters in Korea such as typhoons, mountain fires and earthquakes are becoming increasingly complex and extensive. It is important to look at the disaster from a unified perspective in order to reduce the damage that will occur from the disaster and promote recovery. The integration between including work systems and information among government agencies that manage disaster situations is one of the important parts in order to respond quickly and reduce damage. But most of the information used to cope with disaster situations is temporarily consumed and volatile. Also there is a lack of periodic updates or management systems. In this study, the information system was established through analysis of the status of the utilization system of static and dynamic data among disaster information used in the Republic of Korea when disaster management. In the event of a typhoon situation, the system operation and on-site survey are to derive the deficiencies to support the assessment of the situation in government agencies and local governments.

How to cite: Park, J. Y., Kim, O. J., Lee, S., and Lee, J.: Development and application system based on static and dynamic data for disaster management, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-20816, https://doi.org/10.5194/egusphere-egu2020-20816, 2020.

NH9.13 – Communicating Hazard and Risk: What do we know about how to make this information understandable?

EGU2020-1420 | Displays | NH9.13 | Highlight

Understanding public’s preferences for information provided on multi-hazard warning platforms

Irina Dallo, Michael Stauffacher, and Michèle Marti

Triggered by the technical progress that allows combining information about different natural and artificial hazards, numerous multi-hazard platforms were established over the last years. Despite their increasing use to inform and warn the public, surprisingly, no research has been conducted evaluating their usefulness and effectiveness. This study contributes to fill in this research gap by assessing the public’s preferences, needs, and ability to handle information and warnings presented in a multi-hazard environment.

To this end, we conducted a representative online survey with 810 Swiss Germans. In the framework of a conjoint choice experiment, different scenarios were tested reflecting the diversity of elements used in multi-hazard platforms for information and warning purposes. In particular, we varied the map format the hazard classification as well as visual and textual information. The scenarios were randomly displayed as pairs to the respondents, asking them to first rate the scenarios separately and then to choose which of the two they would prefer. By observing the preferences with regard to the scenarios presented, it was possible to examine the relevance of multiple attributes and their characteristics to individual choices.

Regarding the representation of multiple hazards, first results indicate participants’ preferences for a specific map format, hazard classifications, and the display of textual information. For example, a single map including all hazards is preferred over a set of individual maps depicting the same information. This type of representation additionally has a stronger effect on participants’ motivation to seek for further information and to take (precautionary) action. The classification of hazard information into five categories is preferred over a classification with four or three categories respectively. And a list with additional textual information below the map is highly appreciated compared to a set of pictograms. Furthermore, high levels of trust and high levels of risk perception lead in general to a more favorable rating of the information presented. Regarding the content of messages for earthquakes or thunderstorms, participants appreciated the embedding of a sharing function. Such a function allows them to immediately spread the hazard information or warning among their families and friends. There is no preference between earthquake messages with behavioural recommendations in form of pictograms or those with textual recommendations. In comparison, warning messages for thunderstorms were significantly better rated when the behavioural recommendations were in text format.

To conclude, results indicate that the design of multi-hazard platforms strongly affects the public’s ability to handle the information and the warnings presented. Therefore, in parallel of the continuous improvement of scientific-technical products, social scientists should systematically examine the communication and perception of these products in order to achieve the desired effects.    

 

This project has received funding from the European Union’s Horizon 2020 research and innovation programme under grant agreement No 821115.

How to cite: Dallo, I., Stauffacher, M., and Marti, M.: Understanding public’s preferences for information provided on multi-hazard warning platforms, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1420, https://doi.org/10.5194/egusphere-egu2020-1420, 2020.

EGU2020-18816 | Displays | NH9.13 | Highlight

Communicating earthquake information to the public in Italy: ten years of INGVterremoti

alessandro amato, Emanuele Casarotti, Valentino Lauciani, Carlo Meletti, Concetta Nostro, and Maurizio Pignone

Communicating earthquake scientific information is very important in countries like Italy, where seismic sequences are frequent, seismic risk is high, and people’s perception of risk is strongly affected by fear.

After the 2009 earthquake in L’Aquila (central Italy), which claimed 309 casualties and triggered a long lasting dispute among scientists, journalists, citizens, including a suite of criminal and civil trials involving scientists and civil protection officers, the scientific and risk communication in Italy (not only on earthquakes) was facing a crossroad. The first choice (feared at that time by many reporters) was to minimize or even elude public communication, in order to avoid misunderstandings and involvement in litigations. The second possibility was to increase the efforts in public communication, getting closer to citizens. INGV definitely opted for the second choice. In the past ten years the INGVterremoti platform has augmented and differentiated its activities on the web and social media, substantially increasing the number of involved people, which amounts today to several hundreds thousand. The platform consists of a coordinated suite of social media channels, including Facebook, Twitter, Youtube and a blog (on wordpress), where we publish both updating during earthquake sequences and scientific topics. Our end users are mostly citizens, but also media and authorities. Our tweets on earthquake activity are often in the first pages of web and TV news magazines.

In September 2018, we started publishing automatic locations/magnitudes for earthquakes in Italy with magnitude equal to or larger than 3, after a careful analysis of the thresholds and of the best format to use, in order to warrant message understandability and to minimize false or incorrect information. This issue is very critical both to provide the best and fastest information to citizens, and to increase people’s trust in scientific information and institutions. These are often blamed by citizens and by media when contradictory information is offered to the public. We will present an analysis of the first 18 months of this testing phase, which has been widely appreciated by the public.

How to cite: amato, A., Casarotti, E., Lauciani, V., Meletti, C., Nostro, C., and Pignone, M.: Communicating earthquake information to the public in Italy: ten years of INGVterremoti, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18816, https://doi.org/10.5194/egusphere-egu2020-18816, 2020.

EGU2020-9425 | Displays | NH9.13

Effective Risk Communication for Early Flood Warning in West-Africa

Martijn Kuller, Francisco Pinto, Kevin Schönholzer, and Judit Lienert

Introduction

Flood early warning systems (FEWS) have the potential to reduce human and financial losses caused by flooding (World Bank, 2011). FANFAR (www.fanfar.eu) is a FEWS currently under development for 17 countries in West-Africa. The success of FEWS depends heavily on the effectiveness of communication between the system and hydrologists on the one hand, and the target audience on the other (UNISDR, 2015). Although the effectiveness of risk communication receives increasing research attention, what this means in the West-African context remains unclear (Perera et al., 2019). Our research aims to uncover effective communication strategies for FANFAR considering content, format and pathways.

 

Research Approach

FANFAR is co-developed with around 40 hydrologists and emergency managers from 17 West-African countries during four one-week co-design workshops. We apply qualitative and quantitative research methods to elicit information about stakeholders’ understanding and preferences regarding various communication options. Qualitative methods include stakeholder analysis as well as surveys and group workshop sessions during three of the workshops in 2018–2020. Our stakeholder analysis (following Lienert et al., 2013) allowed us to better understand downstream stakeholders. We systematically assessed and discussed risk representation content, format and communication pathway during two workshops. Quantitative methods will include (online) questionnaires among other stakeholders including e.g. civilians, farmers, businesses and media.

 

Findings

In the stakeholder analysis, 31 participants listed 249 stakeholders, which we merged into 68 stakeholder types. We analysed them according to the “importance” of considering their interests in the FANFAR co-design process, their “influence” (power), and how strongly “affected” they would be by a well-functioning FEWS. Stakeholders that were perceived as being of “high” importance on these three dimensions were: “resource planning” (mentioned by 31%), “economic service and operations planning” (25%) and “rescue aid” (18%).

A survey among emergency managers in a co-design workshop in 2019 indicated that return periods were not very well understood or interpreted, resulting in underestimation of flood risk and insufficient response. This result is significant, as return periods are the primary risk communication format used by most FEWS (Waylen et al., 2011), including FANFAR. Preferred and better understood were statistical information about expected impacts in the form of text, as well as infographics. Our ongoing research aims to uncover the most effective combinations of content, format and pathway to communicate flood risks to different audiences. Thus, we enable the development of tailored communication strategies that trigger the intended response from recipients. Ultimately, this research should lead to more successful implementation of FANFAR and reduced impact of floods in West-Africa.

How to cite: Kuller, M., Pinto, F., Schönholzer, K., and Lienert, J.: Effective Risk Communication for Early Flood Warning in West-Africa, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9425, https://doi.org/10.5194/egusphere-egu2020-9425, 2020.

The eruption of Mount St. Helens in 1980 exposed a large population to volcanic ash that was found to contain cristobalite – a crystalline silica polymorph and known carcinogen. This event triggered an array of epidemiological, toxicological and geochemical studies to assess the toxicity of ash, marking the birth of a new field of research. This talk will take you on an interdisciplinary journey through the work conducted since the 1980s, which has discovered both biological mechanisms in favour of volcanic ash toxicity and inherent physicochemical characteristics of ash particles that may render the silica surfaces non-toxic. A sparsity of longitudinal clinical and epidemiological studies following eruptions means that medical evidence for chronic ash pathogenicity is lacking, but other research has shown that acute exposures to volcanic ash can exacerbate existing respiratory conditions. Additionally, a multitude of techniques and protocols have been developed for rapid, eruption-specific health hazard assessment, but conducting these assessments in a crisis is very challenging. In the absence of definitive information about the harmfulness of ash, many exposed people choose to protect themselves as a precaution, or are advised to do so by agencies, so recent research has focussed on providing them with the knowledge to do that effectively. This laboratory and community-based research, involving collaborations among geoscientists, exposure scientists, social scientists, medical ethicists, agency and community representatives, has yielded critical insight into a chain of communication from researcher, through various local ‘authorities’, to the actions taken by communities. The findings have led to changes in humanitarian and individual practice and have opened up new pathways to effective uptake of evidence-based advice through co-designed informational products. 

How to cite: Horwell, C. J.: The health hazards and impacts of volcanic ash: an interdisciplinary journey towards effective mitigation, protection and communication, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8651, https://doi.org/10.5194/egusphere-egu2020-8651, 2020.

EGU2020-1183 | Displays | NH9.13

Building a historical flooding map through spatial analysis

Priscila Barros Ramalho Alves, Iana Alexandra Alves Rufino, Slobodan Djordjévic, and Akbar Javadi

Due to the increase of flooding cases around the world, there is a need for producing even more accurate flood susceptibility mapping. For this, different models, software and frameworks have been developed for many years to assist local authorities and policy-makers for forecasting hazards and mitigating flooding impacts. However, spatially model flooding in real-world systems remains considered as a difficult task. Forecasting flooding requires knowledge from past events and mapping flood locations is crucial to explain the correlation among the flooding and the influencing factors as well as model calibration and validation. In developing countries, a collection of flooding records and inventories remains challenging, either because the data is not available, or because it is not in the suitable scale and resolution. Building historical flooding map is considered a time-consuming process with multiple datasets and normally with costly field surveys. Besides, acquiring this data can be harder due to the inexistence of flooding insurance or civil protection agencies support. This work aims to contribute to this context by developing and assessing a GIS-based framework to map historical flooding cases through the use of spatial analysis. In this study, we used ArcGIS Pro software to construct a historic flooding map for Campina Grande, Brazil. The city faces recurrent flooding episodes, but there is not an available official map with flooding locations to guide decisions for mitigation. The GIS-based framework allows analysing and better understand the interactions of flooding locations and geographic features. The analysis obtained 230 flooding locations in different scales (buildings, streets and neighbourhoods) and sources for the period from 2004 to 2018. Topographic and hydrologic flood influencing factors (altitude, slope, distance to rivers and lakes, flow direction and accumulation) were selected and combined as layers in the GIS environment. Further, criteria were modelled based on spatial analysis and relations to estimate proximity areas around flood occurrence points with high probability of flooding conditions. These tools allowed to compare visual and data patterns of features and surfaces. All locations and factors were then integrated through Model Builder in order to generate a surface with flooding locations within the city. The final historical flooding map was evaluated and validated with 172 points of confirmed flood cases in the city. The GIS-based framework represents a way of analysing and producing historical inventory maps for flooding management using spatial analysis.

How to cite: Barros Ramalho Alves, P., Alexandra Alves Rufino, I., Djordjévic, S., and Javadi, A.: Building a historical flooding map through spatial analysis, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-1183, https://doi.org/10.5194/egusphere-egu2020-1183, 2020.

Given the often disastrous impacts of tropical cyclones on lives, livelihoods and economies, understanding the characteristics of tropical storms and related risks has been of critical concern to a wide range of researchers. While there are pressing efforts to better forecast the track and intensity of tropical storms, and a concerted policy focus on comprehensive disaster risk reduction strategies and financing is evident, there is limited suggestion that climate information is actively being used to understand and communicate storm risk. For instance, do we know the length of time between the first storm advisory/forecast and landfall? How does the forecast skill differ by country? Have we identified the right people to integrate such information into their workflows? Are we prepared to communicate storm risk appropriately and within the timeframes that fit the needs of decision-makers? For Caribbean small islands, which have been historically affected by tropical storms, the answers to these questions are fundamental to improving the context and awareness of local risk, and essential to building early warning systems, disaster preparedness and resilience strategies.

This research first offers an insight into the simple calculation and illustration of storm lead time data, collated from climate information sources including storm tracks and storm advisories for 14 Caribbean countries over the period 1995-2015. It highlights that there is a range of (relatively short) storm lead times across the Caribbean islands, leading to concerns regarding adequate preparedness in countries which may face monetary or other resource-related limitations. Next, it demonstrates how storm risk is generally communicated to various stakeholders within the Caribbean, such as from experts at the US National Hurricane Centre to local Met Offices, and then from the Met Office to disaster agencies and the public. This is done with a view to understanding the enabling factors, as well as challenges of timeliness and other limitations, which may be evident in such information flows.

Alongside other related research, this paper has the potential to deepen the awareness of impending hazard and risk and their associated uncertainties and threats, towards fostering enhanced communication and response options using locally appropriate and timely climate information. Inherent in this discussion is the need for improving the development, dissemination and use of climate information as a critical component of risk management and reduction. This could be considered in the context of better understanding the past, but also noting challenges of non-linear changes. In general, such research aligns well with ongoing regional efforts to strengthen resilience to disaster impacts, complementing strategies focusing on financial needs as well as infrastructural development. Moreover, it advocates the encouragement of climate information within holistic climate adaptation and risk-informed sustainable development policies. Sharing such findings with interested international researchers could be helpful to solicit strategies and solutions which could assist Caribbean decision-makers in national and regional resilience efforts.

How to cite: Dookie, D. S.: More than a Feeling: Using Climate Information to Understand and Communicate Storm Risk in Caribbean Small Islands, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9198, https://doi.org/10.5194/egusphere-egu2020-9198, 2020.

EGU2020-22528 | Displays | NH9.13

Tsunami risk perception in southern Italy

Massimo Crescimbene, Andrea Cerase, Alessandro Amato, Loredana Cerbara, Lorenzo Cugliari, and Federica La Longa

We present the results of an ongoing research for assessing tsunami risk perception in southern Italy. The study is motivated by the need of addressing a sound communication strategy for tsunami risk reduction, related to the activities of the Tsunami Alert Centre (CAT) of INGV, operating within the framework of the Italian civil protection system. The area of the second step of this study includes five regions of Italy (Basilicata, Calabria, Molise, Puglia, Sicily), facing on Adriatic, Ionian and Tyrrhenian seas, located in one of the most hazardous areas of the Mediterranean. In all the area the memory of relevant tsunamis is loose, since the last destructive event dates back to 1908 (due to the Messina-Reggio Calabria M~7 earthquake). The main goal of this study is to verify how people’s perception of tsunami risk compares with the hazard assessed by scientific data, and which are the main factors controlling people’s knowledge and awareness. We analysed a sample of more than 1,600 interviewees representing about 4 million people living in the coastal municipalities of the five considered regions. Results show that risk perception appears to be generally low, with significant differences among different areas, likely due to the the time elapsed since the last events. 

The survey results for the first two investigated regions (Calabria and Puglia, see Cerase et al., NHESS, 2019) showed that people’s perception and understanding of tsunamis are affected by media accounts of the mega-tsunamis of Sumatra 2004 and Japan 2011. At the same time, the risk posed by small tsunamis is basically underrated or neglected, posing some critical questions for risk mitigation strategies, particularly in touristic areas. Furthermore, the survey’s results show that for lay people the word ‘tsunami’ has a different meaning with respect to the Italian traditional word ‘maremoto’, implying that the same physical phenomenon would be understood in two different ways by younger, educated people and elders with low education level. In addition, people have high expectations from authorities, CPAs, research institutions about warnings. Moreover, living in different coastal areas appears to have a significant influence on the way tsunami hazard is perceived: Interviewees of Tyrrhenian Calabria are more likely to associate tsunami risk to volcanoes with respect to those living in the Ionian coastal areas, coherently with the presence of Aeolian volcanic islands and feared submarine volcanoes in the Tyrrhenian. A somehow unexpected result is that TV emerges as the most relevant source of knowledge for 90% of the sample. Some categories declared to prefer getting early warnings through broadcast media and sirens rather than receiving by SMS or apps, suggesting the need for redundancy and modulation of EW messages. We will present an update of the survey which is presently ongoing, related to the five regions. These results could help in addressing risk communication and mitigation policies.

How to cite: Crescimbene, M., Cerase, A., Amato, A., Cerbara, L., Cugliari, L., and La Longa, F.: Tsunami risk perception in southern Italy, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-22528, https://doi.org/10.5194/egusphere-egu2020-22528, 2020.

EGU2020-14514 | Displays | NH9.13

Acknowledging technological and cultural evolutions to communicate seismic information to the public.

Laure Fallou, Matthieu Landès, Julien Roch, Frédéric Roussel, Robert Steed, Sylvain Julien-Laffériere, and Rémy Bossu

Over the past decade technologies and social media have been praised a revolution in the way seismic risk and information was communicated to the public. For instance, LastQuake system is crowdsourcing earthquake detections and providing timely information and safety tips to citizens through social media and a free app now used by over 900K users over the world. Through a series of other practical examples and case studies, among which Earthquake Network system and Raspberry Shakes use, we show that smartphones and social media along with other technologies have indeed shaped new ways to detect earthquakes. They also enable to collect key information in order to raise situational awareness and in the end, inform the public in a timely and geotargeted manner, passing from a top-down approach to a two-way communication. Technology use also led to a significant increase of citizens’ role and implication in seismology, not only raising their interest for the risk but also for the science that relies beneath it.

Our analysis demonstrates that in order to be successful, and thus to reduce anxiety and create a trust relationship between scientists and citizens, efficient communication strategies must be based on a thorough knowledge of both risk culture and technological culture. Indeed, such assessment of the audience enables to better meet public’s various information needs in terms of content, format and time frame.

However, technologies as well as their uses have kept evolving and seismologists are now facing new challenges to communicate key information. For instance, in an increasing number of cases, misinformation and rumours about earthquake predictions become viral on social media. This is a critical issue to be addressed, especially in a context of development of both earthquake early warning systems and earthquake operational forecast. Additionally, citizen communication and information routines are evolving, especially with the rise of messaging apps or the development of new social media. However, to date, messaging apps are not designed in a way that facilitates communication of critical seismic information by seismic institutions.

We conclude that lessons learned from previous challenges, especially through a constant return of experience process, will be useful to address contemporary ones. Communicating towards the public is a necessity during all phases of the crisis cycle, from a scientific and risk perspective. Getting to know the audience’s needs, habits, language, emotions or cultural background and show them empathy is a critical part of efficient communication strategies. Finally, technologies should be seized as an opportunity to engage with citizens and build a lasting trust relationship.

How to cite: Fallou, L., Landès, M., Roch, J., Roussel, F., Steed, R., Julien-Laffériere, S., and Bossu, R.: Acknowledging technological and cultural evolutions to communicate seismic information to the public., EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-14514, https://doi.org/10.5194/egusphere-egu2020-14514, 2020.

EGU2020-13721 | Displays | NH9.13

A Study on Utilization Information of Disaster Site for Real-Time Situation Management

Okju Kim, Jinyi Park, hyoungseong park, and junwoo lee

In the event of a disaster, most of the response systems are divided into final decision makers who direct overall situation management, preparation, response, and restoration work, and field managers who share the status of the actual disaster at the site and perform the tasks they are directed to.

Although major means of sharing situations between decision makers and field managers in Korea are used, such as telephone, messenger, and report, the information provided in simple text format was inconvenient to decision makers who have to issue business instructions after considering the surrounding status information and concerns over possible future damage.

In response, a GIS-based smart disaster situation management system was established to manage the situation quickly at the site of a disaster.

The system presents 32 types of information related to disaster safety produced by 12 agencies (the Korea Meteorological Administration, the National Transport Information Center, Korea Hydrographic and Oceanographic, etc.) on a single screen (e.g. weather/ ocean observation information, CCTV video information, etc.) and provides detailed location of disaster areas, location of damage sites and photos, and visualizing the weather information on a multidisciplinary basis to enable the decision panel to provide visualisation.

Through mobile applications, we have developed a function that allows field managers to upload information obtained from professional equipment (photo, radar, chemical measuring, etc.) directly into the system and will study various disaster site investigation information so that it can be used to support professional situation management in the future.

How to cite: Kim, O., Park, J., park, H., and lee, J.: A Study on Utilization Information of Disaster Site for Real-Time Situation Management, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13721, https://doi.org/10.5194/egusphere-egu2020-13721, 2020.

NH10.1 – Multi-hazards: Innovative approaches for disaster risk reduction, climate change adaptation, management, and risk assessment of nuclear and other critical infrastructure

EGU2020-3232 | Displays | NH10.1

High-Resolution Simulation of Hydraulic Structures in a Typhoon Induced Urban Flood Event

Yunsong Cui, Qiuhua Liang, Gang Wang, Jian Zeng, and Jinchun Hu

Due to climate change and rapid urbanization, urban flooding has become one of the major natural hazards threatening the safety of people and their properties and affecting the overall sustainability of cities across the globe, especially developing countries such as China. Flood modelling has now provided an indispensable tool to support urban flood risk assessment and management, and inform the planning of cities that are more resilient to flooding.

Hydraulic structures, e.g. regulation gates and pumping stations, play an important role in urban flood risk management. However, direct simulation of these hydraulic structures is not a current practice in 2D urban flood modelling. This work presents and applies a robust numerical approach to directly simulate the effects of hydraulic structures in a 2D high-resolution urban flood model. An additional computational module is developed and fully coupled to a GPU-accelerated finite volume shock-capturing urban flood model to directly simulate the highly transient flood waves through hydraulic structures. The improved flood model is applied to  reproduce a flood event induced by Typhoon “Lekima” in 2019 in Yuhuan, Zhejiang Province, China. At 3m resolution, the model is able to simulate the complete process of the flood event in nearly 3.5 times faster than real time, demonstrating the efficiency and robustness of the new fully coupled model for high-resolution food modelling in cities. Further simulations are performed to systemically investigate the effect of hydraulic structures and different operational regulations on flood dynamics and associated risks, demonstrating the importance of directly considering hydraulic structures and their operations in 2D high-resolution urban flood modelling.

How to cite: Cui, Y., Liang, Q., Wang, G., Zeng, J., and Hu, J.: High-Resolution Simulation of Hydraulic Structures in a Typhoon Induced Urban Flood Event, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-3232, https://doi.org/10.5194/egusphere-egu2020-3232, 2020.

Typhoon often brings heavy rainfall, floods and storm surges to estuaries and may cause devastating disaster loss, especially in the downstream coastal urban areas, so a timely modeling of disaster loss is of great importance to emergency management. However, the complexity of interaction between river flood and storm surge imposes great challenges to the simulation of coastal flood in urban cities. At the same time, the local characteristics of building contents such as their types, values and vulnerabilities in different cities may also vary greatly. Haikou city, located in Hainan Island of China, was flooded due to the cascading effects of the upstream flood from Nandu River basin and the strong storm surge caused by strong winds of typhoon Rammasun during July 18 to 20, 2014.

In this study, firstly, the water from Nandu River was simulated with hydrological model and one-dimensional hydraulic model, and the coastal storm surge was modeled with a numerical surge model. The outputs of these models were used as the boundary conditions of two-dimensional hydraulic model, coupled with SWMM to reflect urban surface flow. Based on the above models, the maximum flood depth in Haikou city were derived. The inundation depth of Nandu River Estuary and riverside area is about 4 meters, while it of urban areas is relatively shallow. Secondly, the boundary of all the buildings in Haikou city and their geographic distribution were collected, and the values of contents were estimated building by building based on questionnaire survey data. Finally, based on the vulnerability curves developed in the past study, the direct economic loss of residential building contents were estimated. The results can provide a firm basis for the prediction of future loss before TC landing.

How to cite: Zhang, H., Yu, L., and Fang, W.: Modeling Direct Economic Loss of Residential Building Contents Induced by River Flood and Storm Surge: A Case Study on Typhoon Rammasun in Haikou City of China, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4331, https://doi.org/10.5194/egusphere-egu2020-4331, 2020.

Tropical cyclones (TCs) often bring multiple hazards to offshore and onshore areas, including wind, rainfall, riverine flood, wave and storm surge. These hazards usually interact with each other and cause greater amplified hazard intensity. In the coastal areas, wave may damage coastal defense system like sea walls and dykes, and overtopping storm surge could hence become severe flooding due to the breach of the dykes. The probability distributions of wave and surge, as univariate respectively, have been studies and used in the design in various research. However, far less investigations on their joint probability distribution have been carried out in the past.

In this study, the dataset of hourly surge height, and significant wave height of 89 TC events impacting along Hainan Island during 1949~2013 was obtained, which are simulated numerically with ADCIRC and SWAN respectively. Following that, 4 types of probability distributions for univariate were used to fit the marginal distribution of storm surge and wave. Secondly, Frank, Clayton and Gumbel Copula were tried to construct the joint probability distribution of wave and surge, and the optimal Copula was determined by K-S test and AIC, BIC criteria. Based on the optimal Copula selected for each area of interest, the joint return period of wave and surge was estimated.

The results show that, 1) the annual maximum value of the storm surge height and significant wave height of Hainan Island has a relatively obvious geographical distribution regularity. 2) GEV and Gumbel are the most optimal distribution for storm surge height and significant wave height respectively. 3) Clayton Copula is the best model for fitting joint probability of storm surge and wave. The estimated joining probability distribution can help the determination of design standard, and typical TC disaster scenario development.

How to cite: Cheng, M. and Fang, W.: Joint probability of storm surge and wave along Hainan Island based on bi-variate copulas analysis, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-4361, https://doi.org/10.5194/egusphere-egu2020-4361, 2020.

EGU2020-11281 | Displays | NH10.1 | Highlight

Identifying factors leading to hurricane induced landslide dam flood risk in Dominica

Mark Trigg, Andrew Carr, and Stephanie Trigg

Landslide dams occur when the debris from a landslide blocks, fully or partially, a river channel or floodplain. The landslide event often occurs during periods of heavy, intense rainfall, for example during hurricanes and tropical storms. This means that the blocked river is usually at high flow when the dam occurs, resulting in large volumes of water building up behind the dam. Due to the unconsolidated nature of the material blocking the river and large volumes of water behind it, it often does not take long for the dam to fail, releasing an enormous pulse of flood water down the river system. This flood pulse can cause enormous damage and modelling estimates show it can result in a flood peak from a catchment in the order of 3 to 4 times the flood peak that might be expected from the catchment under none-landside conditions. The island of Dominica in the Caribbean has suffered recently from two major catastrophic events, 2015 Tropical Storm Erica and 2017 Hurricane Maria. During these events there were many such landslide dam burst that brought significant damage to infrastructure such as bridges, housing as well as loss of lives.

We report on current research into understanding landslide dam risk on the island, funded by the World Bank as part of efforts to increase resilience of the islands infrastructure to hurricane induced hazards. The island has over one hundred main river systems, all of which are relatively steep due to the volcanic nature of the island and have therefore have significant landslide risk. We are aiming to answer the following questions with our research: (i) Which river catchments are most at risk from these dam-burst events and why; (ii) What evidence is available for landslides that blocked rivers during the last two major events; (iii) What are the scale of these events. We are carrying out geospatial analysis using a combination of landslide susceptibility mapping, river proximity analysis and LiDAR data recently collected for the island as well as landslide inventories for validation.

We will be using the understanding gained from this research to identify catchments most at risk, what infrastructure is exposed to this risk, what mitigation might be effective in reducing the risk, and finally what design changes to the infrastructure could be made to make it more resilient to these hazards.

How to cite: Trigg, M., Carr, A., and Trigg, S.: Identifying factors leading to hurricane induced landslide dam flood risk in Dominica, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-11281, https://doi.org/10.5194/egusphere-egu2020-11281, 2020.

EGU2020-5860 | Displays | NH10.1

New trends in Multihazards Probabilistic Safety Assessment for nuclear installations: the H2020-NARSIS Project

Evelyne Foerster, Behrooz Bazargan-Sabet, James Daniell, Pierre Gehl, Philip J. Vardon, Varenya K. Duvvuru Mohan, Giuseppe Rastiello, Luka Štrubelj, and Florence Ragon

The methodology for Probabilistic Safety Assessment (PSA) of Nuclear Power Plants (NPPs) has been used for decades by practitioners to better understand the most probable initiators of nuclear accidents by identifying potential accident scenarios, their consequences, and their probabilities. However, despite the remarkable reliability of the methodology, the Fukushima Dai-ichi nuclear accident in Japan, which occurred in March 2011, highlighted a number of challenging issues (e.g. cascading event - cliff edge - scenarios) with respect to the application of PSA questioning the relevance of PSA practice, for such low-probability but high-consequences external events. Following the Fukushima Dai-ichi accident, several initiatives at the international level, have been launched in order to review current practices and identify shortcomings in scientific and technical approaches for the characterization of external natural extreme events and the evaluation of their consequences on the safety of nuclear facilities.

The H2020 project “New Approach to Reactor Safety ImprovementS” (NARSIS, 2017-2021) aims at proposing some improvements to be integrated in existing PSA procedures for NPPs, considering single, cascade and combined external natural hazards (earthquakes, flooding, extreme weather, tsunamis). It coordinates the research efforts of eighteen partners encompassing leading universities, research institutes, technical support organizations (TSO), nuclear power producers and suppliers, reactor designers and operators from ten countries.

The project will lead to the release of various tools together with recommendations and guidelines for use in nuclear safety assessment, including a Bayesian-based multi-risk framework able to account for causes and consequences of technical, social/organizational and human aspects and as well as a supporting Severe Accident Management decision-making tool for demonstration purposes.

The NARSIS project has now been running for two years and a half, and the first set of deliverables and tools have been produced as part of the effort of the consortium. Datasets have been collected, methodologies tested, states of the art have been produced, and various criteria and plans developed. First results have started to emerge and will be presented here.

How to cite: Foerster, E., Bazargan-Sabet, B., Daniell, J., Gehl, P., Vardon, P. J., Duvvuru Mohan, V. K., Rastiello, G., Štrubelj, L., and Ragon, F.: New trends in Multihazards Probabilistic Safety Assessment for nuclear installations: the H2020-NARSIS Project, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-5860, https://doi.org/10.5194/egusphere-egu2020-5860, 2020.

EGU2020-13108 | Displays | NH10.1

A multi-hazard assessment of Europe’s power plants

Andreas Schaefer, James Daniell, and Friedemann Wenzel

Power plants are essential for modern life and blackouts are a frequent observation during natural disasters. Thus, assessing the specific hazards for power plant facilities is a crucial component of community risk management. However, multi-hazard assessments are rare and risk studies only rely on independent perils.

For the European power plant sites, a multi-hazard assessment has been taken out considering earthquakes, flood, tornados and lightning. Each peril is considered independently. For each power plant location, return period curves for the relevant impact metrics like ground motion or wind speed have been compiled based on a variety of hazard model inputs. Those curves have been combined to provide threshold exceedance curves for any multi-hazard combination.

The results have been facilitated within a software developed for the H2020 EURATOM NARSIS project (New Approach to Reactor Safety ImprovementS) to allow users to define relevant thresholds for different power plant system components like offsite power generators or the connecting road network. In addition, it allows to explore the site-specific hazard combinations. The tool is based on the Electron development framework.

This study provides a general overview on the multi-hazard situation of Europe’s primary power producers and highlights sites where multi-hazard combinations may lead to infrastructure disruption. The results come with an easy-to-use tool to quickly assess the relevant metrics. It is hoped that these findings can help to increase the overall resilience of the European power network.

How to cite: Schaefer, A., Daniell, J., and Wenzel, F.: A multi-hazard assessment of Europe’s power plants, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13108, https://doi.org/10.5194/egusphere-egu2020-13108, 2020.

EGU2020-19097 | Displays | NH10.1

Towards an integrated framework for distributed, modular multi-risk scenario assessment

Massimiliano Pittore, Juan Camilo Gómez Zapata, Nils Brinckmann, Graeme Weatherill, Andrey Babeyko, Sven Harig, Alireza Mahdavi, Benjamin Proß, Hugo Fernando Rosero Velasquez, Daniel Straub, Michael Krautblatter, Theresa Frimberger, Michael Langbein, Christian Geiß, and Elisabeth Schoepfer

A significant percentage of disasters qualify as complex, multi-hazard events. Either when extreme events trigger additional phenomena (for instance in the case of particularly strong earthquakes generating tsunamis and landslides), or when different compounded hazards significantly amplify their joint impact (e.g., if an earthquake would occur during a typhoon). Further cascading effects can also occur due to systemic interdependency in the exposed infrastructure, for example water or power distribution lines. The quantitative estimation of the consequences associated to such multi-hazard scenarios is referred to as multi-risk estimation and can be relevant in supporting civil protection authorities and decision makers to plan medium and long-term disaster risk reduction (DRR) and prevention measures. 

Exploring the multi-risk associated to a complex event is challenging, partly due to the inherent model complexity, partly because is a strongly interdisciplinary matter, where skills and expertise from heterogeneous scientific and technical areas have to converge, and they rarely can be found in a single institutions nor managed by single-domain experts. In order to streamline this process, and at the same time unleash the potential of different institutions to bridge the gap between science and practice, an innovative conceptual and operational framework for multi-risk scenario assessment has been developed within the project RIESGOS (https://www.riesgos.de). The proposed solution is based on a dynamic, multi-hazard exposure and vulnerability model, which provides the geography-aware structural description of different types of assets (e.g. residential buildings) compatible with vulnerability models related to different hazards.  

A novel methodology for describing inter- and intra-hazard damage accumulation also allows the modelling of scenarios composed by sequences of hazardous events. The processing framework is based on processing modules that are implemented as distinct web-processing-services (WPS), possibly hosted remotely by different institutions. Each WPS is fully complying with the OGC WPS directives, and implemented in a flexible and scalable architecture based on Docker containers. The interoperability among the different services is ensured by a careful harmonization of input and output format and the use of on-the-fly converters. Standard and de-facto standards (e.g., community standards) are supported. Specific WPS provide the simulation of intensity maps for the considered hazards, either on the fly (e.g., for the earthquake shake-map generation) or by querying portfolios of pre-simulated events (e.g., for tsunami inundation maps). 

The proposed framework can be used to explore the direct damage and loss to assets as a result of a sequence of consecutive events, and also includes a specific processing module for the analysis and simulation of cascading effects on extended infrastructure such as power lines. A graph-based topological model of the network along with the physics-inspired modelling of the load- shedding allows the estimation of potential outages caused by non-linear cascading effects triggered by damage accumulation during the events sequence. 

The approach has been exemplified in several study areas in South America, considering a wide range of natural hazards including earthquakes, tsunamis and volcanic phenomena (lahar, ash-fall). The cases of Gran Valparaiso (Chile) and Cotopaxi region (Ecuador) are shown and discussed.  

How to cite: Pittore, M., Gómez Zapata, J. C., Brinckmann, N., Weatherill, G., Babeyko, A., Harig, S., Mahdavi, A., Proß, B., Rosero Velasquez, H. F., Straub, D., Krautblatter, M., Frimberger, T., Langbein, M., Geiß, C., and Schoepfer, E.: Towards an integrated framework for distributed, modular multi-risk scenario assessment , EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19097, https://doi.org/10.5194/egusphere-egu2020-19097, 2020.

EGU2020-18379 | Displays | NH10.1

Dynamic physical vulnerability: a Multi-risk Scenario approach from building- single- hazard fragility- models

Juan Camilo Gomez- Zapata, Massimiliano Pittore, Nils Brinckmann, and Simantini Shinde

In scenario-based and probabilistic single-hazard risk and loss estimation over urban building portfolios, it is customary to use specific exposure/vulnerability schemas that entail a set of mutually exclusive, collectively exhaustive (MECE) building classes, each associated with a fragility/vulnerability model focusing on the specific reference hazard., In a multi-risk application, where the same built structure can be subjected to the action of different natural hazards, possibly in close succession, a number of different schemas should be then jointly applied. Another option would be using a single set of building classes with as many fragility / vulnerability models as the considered natural hazards, as in the case for instance of the HAZUS multi-hazard framework. Unfortunately the latter approach requires a multi-hazard calibration that is rarely attainable with consistent results, while the former approach is complicated by the need for harmonizing different types of building classes. Furthermore, although fragility surfaces for independent hazards have been recently reported, they do not consider the nonlinear contribution of the different failure mechanisms (e.g. earthquake and tsunami) to the overall damage of a single asset. A timely update of the exposure model accounting for the progressive damage accumulation, thus describing a dynamic vulnerability framework, is then required.

We propose an alternative, innovative approach based on three main components: 1) a comprehensive multi-hazard building taxonomy able to address most of the building attributes driving the vulnerability with respect to different hazards, 2) a generalized description of the damage state of a building based on a set of low-level observable damage types and 3) a methodology to implement probabilistic mapping across different hazard-dependent building schemas and damage states.

A matrix describing the degree of compatibility between building types from two different schemas is estimated, partially making use of the fuzzy scores methodology suggested by Pittore et al., 2018. Since two building schemas may have different number of damage states (e.g. four in seismic, and six in tsunami), and are associated to different physical damage descriptions, the probability of the damage states conversion between the different schemas is also required.

This transparent and flexible formulation allows the implementation of multi-risk scenario assessment exploiting single-risk fragility/vulnerability models available in literature for a wide range of natural hazards. A preliminary state-dependency of these fragility models is based on expert knowledge. This work has been carried out within the scope of the RIESGOS project and exemplified in a study area in South America and further highlights the importance of defining accurate exposure models and compatible damage states descriptions in a multi- hazard-risk context. 

How to cite: Gomez- Zapata, J. C., Pittore, M., Brinckmann, N., and Shinde, S.: Dynamic physical vulnerability: a Multi-risk Scenario approach from building- single- hazard fragility- models, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-18379, https://doi.org/10.5194/egusphere-egu2020-18379, 2020.

EGU2020-21036 | Displays | NH10.1

Application of Bayesian Networks in Multi-Hazard Safety Assessment of Nuclear Power Plants

Varenya Kumar D. Mohan, Philip Vardon, James Daniell, Pierre Gehl, Andreas Schafer, Pieter van Gelder, Venkat Natarajan, Cor Molenaar, Evelyne Foerster, and Florence Ragon

Low probability events occurring in sequence, within a limited operational time (damage and recovery window between events), are a key consideration in multi-hazard safety assessments of nuclear power plants (NPPs). Cascading effects from hazards and associated event sequences could potentially have a significant impact on risk estimates. The Bayesian network can act as a framework to consider aforementioned statistical dependencies between various hazards in multi-risk analyses of nuclear power plants.

Within the EU project NARSIS (New Approach to Reactor Safety Improvements), a Bayesian network-based risk assessment framework was developed to perform multi-hazard risk assessment of NPPs.

The Bayesian network method was applied for an external-event related station blackout (SBO) scenario at a NPP. Earthquake, flooding, and tornado were among the hazards considered at a decommissioned NPP site location in Europe. Both hazard dependency in time as well as a cascading scenario was also considered. The hazards, their interactions and the fragilities of selected systems, structures and components within the nuclear power plant were represented in the network and their probability distributions were obtained based on the multi-hazard and fragility approaches adopted within the NARSIS project.

Sensitivity analyses in the network were used to identify key hazards and interactions. Most influential hazard combinations and ranges of intensity measures were identified through diagnostic inference in the network. Discretisation of continuous variables (hazard curves in this case) is a key aspect of performing inference in Bayesian networks. The effect of various levels of discretisation of hazard probability distributions was assessed, to identify suitable discretisations of hazard data.

This application demonstrates the use and advantages of the Bayesian network methodology, developed in the NARSIS project, for probabilistic safety assessments of NPPs.

How to cite: D. Mohan, V. K., Vardon, P., Daniell, J., Gehl, P., Schafer, A., van Gelder, P., Natarajan, V., Molenaar, C., Foerster, E., and Ragon, F.: Application of Bayesian Networks in Multi-Hazard Safety Assessment of Nuclear Power Plants, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21036, https://doi.org/10.5194/egusphere-egu2020-21036, 2020.

There are many ways to quantify initiating event probability and most of them are described in document “Defining initiating events for purposes of probabilistic safety assessment”, developed by the International Atomic Energy Agency . This guide describes seven methods: engineering evaluation or technical study of plant; reference to previous probabilistic safety assessment; EPRI list of initiating events; logical classification; plant energy balance fault tree; analysis of operation experience for actual plant; failure mode and effect analysis. In practice, currently many of PSA specialists use EPRI list of IEs, which has been originally prepared for single hazard and application to multiple hazards is not straightforward. Therefore other approaches are considered. In the paper combined method based on fragility functions and Bayesian network is proposed in order to elaborate for easier and more accurate approximation of the probability of initiating events caused by multiple hazards. In this respect, first of all, events fragility functions for hazards considered or multi-hazard fragility function are needed, which can have various form like , for example, parameterized fragility functions or logit fragility function. The next step is to develop a model the Bayesian network with the implementation of derived fragility functions. This can be performed using widely available computing programs for interactive building Bayesian network models .Depending on the hazards considered, the Bayesian network should be then developed accordingly. Example of such Bayesian network will be given.

Finally after calculating the probability of initiating events using this combined method, the results can be used in Event Trees and Fault Trees already developed for considered nuclear installation, in order to update the estimations of probabilities. Such an approach has also practical meaning as it will reduce man-month costs in comparison with the approach based on building full PSA models in Bayesian network.

How to cite: Kaszko, A., Kowal, K., and Potempski, S.: Quantification of initiating events probability based on fragility functions and Bayesian network applied for multi-hazard, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-21900, https://doi.org/10.5194/egusphere-egu2020-21900, 2020.

EGU2020-8829 | Displays | NH10.1

A European multi-hazard assessment for Nuclear Power Plants with applications to other infrastructure types with operational time windows

James Daniell, Andreas Schaefer, Hugo Winter, Pierre Gehl, Phil Vardon, Varenya Mohan, Cor Molenaar, Venkat Natarajan, Evelyne Foerster, and Florence Ragon

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 using a multi-hazard approach.

The starting point was a review of existing multi-hazard frameworks, as well as their application to real world locations. From this knowledge, after significant screening, external hazards were analysed at different site locations in Europe using stochastic event sets for earthquake, flood, lightning, tornadoes, tsunami, hail and other perils in order to identify key scenarios along the hazard curves. These were built from existing national and supranational stochastic event sets.

The joint probability at each site of certain threshold events occurring was calculated, and relevant risk scenarios were chosen based on these hazard thresholds. Most importantly, the concept of joint operational time windows was investigated. Because the overall hazard for events is generally low, the chance of two low probability events is often screened out. However, during the damage and recovery window of these events (the operational time), the joint probabilities are much higher, thus affecting the infrastructure. Including the cascading effects, aftershocks, secondary effects and associated event sequences, provides a new insight into the probabilities of multi-hazard events and the implications for multi-risk.

Historical events from the loss database CATDAT and other records are chosen where joint operational time windows have occurred to show empirical examples of joint occurrences and cascades in the past for European and international examples.

Joint probabilities for significant events at decommissioned NPPs are presented within the NARSIS project and the application to multi-risk within Probabilistic Safety Assessments (PSA), however it is the application to other industrial types and infrastructure which shows the need for integration of multi-hazard (coinciding or cascading) events into operational management plans as well as important thought processes for building standards and use.

How to cite: Daniell, J., Schaefer, A., Winter, H., Gehl, P., Vardon, P., Mohan, V., Molenaar, C., Natarajan, V., Foerster, E., and Ragon, F.: A European multi-hazard assessment for Nuclear Power Plants with applications to other infrastructure types with operational time windows, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-8829, https://doi.org/10.5194/egusphere-egu2020-8829, 2020.

EGU2020-19463 | Displays | NH10.1 | Highlight

Adaptive Social Protection - an innovative approach to build resilience in a multi-hazard environment

Dominic Sett and Simone Sandholz

Many countries face high risk to multiple natural hazards - such as earthquakes, floods, storms or extreme heat - which jeopardize human security around the globe. At the same time, a significant part of the world’s population is still living in poverty, often facing an increased vulnerability to hazards. On top it is often the most poor and vulnerable living in high-risk places. Hence, they are often disproportionally affected by disasters, facing significant development set-backs after disastrous events.

In response, many risk management and poverty reduction strategies have been applied in accordance with global agendas - such as the Sendai Framework for Disaster Risk Reduction – to strengthen disaster resilience. These range from early warning systems to the deployment financial mechanisms, and several specific disaster risk management (DRM), climate change adaptation (CCA), as well as livelihood support and other social protection (SP) programmes. Thus, many different streams have evolved, which, however, work towards similar goals and objectives. Those efforts are therefore often scattered and lacking cooperation and integration, hence preventing or hampering effective, well-coordinated risk management.

To overcome this deficit, Adaptive Social Protection has recently emerged as a promising approach to integrate SP, CCA and DRM with the goal to effectively build resilience to climate-related and other natural hazards. Best practices from several countries underline that this integrative approach provides a meaningful risk management option for the most vulnerable. However, ASP is still not well researched and lacks consideration on international level and in most countries’ approaches to build resilience.

This presentation will outline results from an extensive systematic literature review and highlight recent ASP developments and best practices from around the globe, as well as accenting protection gaps and entry points for ASP implementation. Drawing on this review and an ongoing study on the country of Indonesia, steps towards an effective ASP approach in will be discussed that will help building resilience in a multi-hazard environment.

How to cite: Sett, D. and Sandholz, S.: Adaptive Social Protection - an innovative approach to build resilience in a multi-hazard environment, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-19463, https://doi.org/10.5194/egusphere-egu2020-19463, 2020.

In order to support a more integrated approach in the early phases of Risk Management Process, a multi-hazard index was defined to assess the spatial and temporal interaction between natural hazards affecting the same area in a specific timeframe. The Coimbra municipality (western-central Portugal) was used as case study. This territory is an example of the persistent occurrence of potentially dangerous natural events: e.g., floods, landslides and forest fires. Using weighting methodologies, numerical values were assigned to each hazard-related factor (weights) and their categories (ratings). To minimize subjectivity/bias in weighting and rating-assignment processes, several quantitative methods were applied, including probabilistic frequency distribution, multi-criteria analysis and artificial neural networks. Monothematic hazard index quantification and subsequently multi-hazard assessment were implemented in a geographic information system. In few hotspots, the relationship between the observed multi-hazard manifestations and the predicted multi-hazard occurrences was recognized. A framework containing the main hazardous processes and most of the complex relationships/interconnections between them was established. The different degree of multi-hazard zones was mapped. This map can be used to support the implementation of actions to mitigate exposure and vulnerability to these hazards, as well as to promote the territorial management and the development of a resilient municipal system.

How to cite: Dimuccio, L., Cunha, L., and Figueiredo, R.: Defining a multi-hazard index in territorial planning framework: application on the Coimbra municipality (western-central Portugal), EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-9598, https://doi.org/10.5194/egusphere-egu2020-9598, 2020.

EGU2020-13697 | Displays | NH10.1

Risk analysis of multi-hazard in the Belt and Road region

Danling Chai, Ming Wang, and Kai Liu

This paper focuses on the assessment of the multi-hazard natural disaster susceptibility and disaster risk in the Belt and Road (B&R) region. It is expected to provide a reference for cooperation in disaster risk reduction among B&R countries. Based on historical disaster data from 1980 to 2018, the disaster susceptibility of the B&R countries to multi-hazard has been analyzed using random forest model. The multi-hazard risk was further assessed based on the disaster susceptibility and Monte-Carlo method. Results show that regions with high susceptibility to meteorological hazards are mostly distributed in central Africa and the coastal areas of all continents. While Himalayan-Mediterranean seismic zone is susceptible to geological hazards. Due to the different distribution of regional exposures, the risks of economic loss and the risk of population casualties also appear differently. For economic loss risk, in grid scale very high and high level take 21% area. Europe, southeast China coast, and the Indian peninsula present higher economic loss risks. In population casualties risk, very high and high level take 15% area and in national scale the central and southern parts of Eurasia show higher population casualties risk. The results provide a comprehensive analysis of the spatial and temporal distribution, sensitivity, and disaster risk of natural disasters in B&R region, and provides a reference for regional disaster prevention and reduction cooperation.

How to cite: Chai, D., Wang, M., and Liu, K.: Risk analysis of multi-hazard in the Belt and Road region, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13697, https://doi.org/10.5194/egusphere-egu2020-13697, 2020.

EGU2020-13896 | Displays | NH10.1

A global volcanic eruption source parameter database with application to determination of ashfall risk to infrastructure

Anna Neuweiler, James Daniell, Andreas Schaefer, and Friedemann Wenzel

Volcanic eruption sequences are often very long in length, and can cause significant downtimes and damage to infrastructure. Over the course of the H2020 EURATOM NARSIS project (New Approach to Reactor Safety ImprovementS), a review of volcanic sources for Europe was undertaken including historical impacts, source parameters and potential events to impact nuclear facilities either directly or operationally.

The development of a volcano database of Eruption Source Parameters in order to estimate the tephra dispersal and its risk for the surrounding population and infrastructure is an important component for volcanic risk modelling.

Each eruption is unique with different Eruption Source Parameters (ESPs), depending on the volcano and its surrounding area. The aim of the project is to create a global volcano database including the ESPs. With the help of this database it is possible to generate a risk map of tephra dispersal for future volcanic eruptions. This map can be used to estimate the potential risk of tephra fall for the surrounding population and infrastructure (development of isopahcs).

The ESPs includes the plume height, the duration of the eruption, the volume, the mass and the grain-size distribution of the erupted material. Using local wind data it is possible to model an eruption and its range with open-source software packages, like Fall3D. A review of such open-source software packages has been undertaken. To get the ESPs of a volcano, which represent its typical eruptions, the eruption history of the volcano needs to be known. This is done using databases like the Smithsonian GVP, VOGRIPA and LaMEVE, as well as other reports and scientific articles.

The intended result is a volcano database containing 1547 volcanoes. The ESPs for each volcano will be given in ranges to be able to determine the minimal and maximal effects of an eruption. However, data of previous eruptions will not in all cases be able to be found for every volcano. For these volcanoes, assumptions based on the behaviour of similar volcanoes need to be made. This will then be combined with the socioeconomic impacts of historic eruptions as have been collected as part of the CATDAT Damaging Volcanic Eruptions Database, as well as a reanalysis of historical eruptions for ashfall.

How to cite: Neuweiler, A., Daniell, J., Schaefer, A., and Wenzel, F.: A global volcanic eruption source parameter database with application to determination of ashfall risk to infrastructure, EGU General Assembly 2020, Online, 4–8 May 2020, EGU2020-13896, https://doi.org/10.5194/egusphere-egu2020-13896, 2020.

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