Probablistic Modeling of Rainfall Induced Landslide Hazard Assessment in San Juan La Laguna, Sololá, Guatemala

Probablistic Modeling of Rainfall Induced Landslide Hazard Assessment in San Juan La Laguna, Sololá, Guatemala

Author: Patrice F. Cobin

Publisher:

Published: 2013

Total Pages: 113

ISBN-13:

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The municipality of San Juan La Laguna, Guatemala is home to approximately 5,200 people and located on the western side of the Lake Atitlán caldera. Steep slopes surround all but the eastern side of San Juan. The Lake Atitlán watershed is susceptible to many natural hazards, but most predictable are the landslides that can occur annually with each rainy season, especially during high-intensity events. Hurricane Stan hit Guatemala in October 2005; the resulting flooding and landslides devastated the Atitlán region. Locations of landslide and non-landslide points were obtained from field observations and orthophotos taken following Hurricane Stan. This study used data from multiple attributes, at every landslide and non-landslide point, and applied different multivariate analyses to optimize a model for landslides prediction during high-intensity precipitation events like Hurricane Stan. The attributes considered in this study are: geology, geomorphology, distance to faults and streams, land use, slope, aspect, curvature, plan curvature, profile curvature and topographic wetness index. The attributes were pre-evaluated for their ability to predict landslides using four different attribute evaluators, all available in the open source data mining software Weka: filtered subset, information gain, gain ratio and chi-squared. Three multivariate algorithms (decision tree J48, logistic regression and BayesNet) were optimized for landslide prediction using different attributes. The following statistical parameters were used to evaluate model accuracy: precision, recall, F measure and area under the receiver operating characteristic (ROC) curve. The algorithm BayesNet yielded the most accurate model and was used to build a probability map of landslide initiation points. The probability map developed in this study was also compared to the results of a bivariate landslide susceptibility analysis conducted for the watershed, encompassing Lake Atitlán and San Juan. Landslides from Tropical Storm Agatha 2010 were used to independently validate this study's multivariate model and the bivariate model. The ultimate aim of this study is to share the methodology and results with municipal contacts from the author's time as a U.S. Peace Corps volunteer, to facilitate more effective future landslide hazard planning and mitigation.


Rainfall-Induced Soil Slope Failure

Rainfall-Induced Soil Slope Failure

Author: Lulu Zhang

Publisher: CRC Press

Published: 2018-09-03

Total Pages: 374

ISBN-13: 1498752861

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Rainfall-induced landslides are common around the world. With global climate change, their frequency is increasing and the consequences are becoming greater. Previous studies assess them mostly from the perspective of a single discipline—correlating landslides with rainstorms, geomorphology and hydrology in order to establish a threshold prediction value for rainfall-induced landslides; analyzing the slope’s stability using a geomechanical approach; or assessing the risk from field records. Rainfall Induced Soil Slope Failure: Stability Analysis and Probabilistic Assessment integrates probabilistic approaches with the geotechnical modeling of slope failures under rainfall conditions with unsaturated soil. It covers theoretical models of rainfall infiltration and stability analysis, reliability analysis based on coupled hydro-mechanical modelling, stability of slopes with cracks, gravels and spatial heterogenous soils, and probabilistic model calibration based on measurement. It focuses on the uncertainties involved with rainfall-induced landslides and presents state-of-the art techniques and methods which characterize the uncertainties and quantify the probabilities and risk of rainfall-induced landslide hazards. Additionally, the authors cover: The failure mechanisms of rainfall-induced slope failure Commonly used infiltration and stability methods The infiltration and stability of natural soil slopes with cracks and colluvium materials Stability evaluation methods based on probabilistic approaches The effect of spatial variability on unsaturated soil slopes and more


Rainfall-Induced Landslides Hazard

Rainfall-Induced Landslides Hazard

Author: Clemente Irigaray

Publisher:

Published: 2021-11

Total Pages: 128

ISBN-13: 9783036521770

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This book includes five articles and a technical note recently published in the Special Issue "Rainfall-Induced Landslides Hazard" from the journal Hydrology. Its main objective is to describe the latest developments and applications of the use of new numerical and analytical methods to improve our understanding of rainfall-induced landslide models and other aspects of landslide-hazard assessment. In the first article, based on the estimation of rainfall thresholds and their return periods in a sector of southern Spain, a linear equation for the rainfall duration threshold and a power-law curve for the intensity-duration pair were determined. The second and fourth articles present two case studies in Italy on the assessment of landslide susceptibility. One of them uses the Weight of Evidence method and takes into account parameters such as geology, activity, land use, average annual precipitation and extreme precipitation events, and the other one compares Forward Conditional Analysis and Forward Logistic Regression methods. The next work aims to generate and compare the basic information on rainfall events triggering landslides in two areas with different climate and geological settings (southern Ecuador and southern Spain). In addition, this paper gives preliminary insights into the correlation between these rainfall events and major climate cycles affecting each of these study areas. The last article focuses on the estimation of evapotranspiration using remote sensing and the Surface Energy Balance Algorithm for Land in western Iran. Finally, the technical note presents a procedure to determine and validate the probabilities for landslide occurrence by using different precipitation parameters (rainfall intensity, rainfall duration and event rainfall) in Bhutan.


Understanding and Reducing Landslide Disaster Risk

Understanding and Reducing Landslide Disaster Risk

Author: Binod Tiwari

Publisher: Springer Nature

Published: 2020-12-22

Total Pages: 504

ISBN-13: 3030607062

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This book is a part of ICL new book series “ICL Contribution to Landslide Disaster Risk Reduction” founded in 2019. Peer-reviewed papers submitted to the Fifth World Landslide Forum were published in six volumes of this book series. This book contains the followings: • Five keynote lectures • Recent development in physical modeling of landslides • Recent development in numerical modeling of landslides • Recent development in soil and rock testing techniques, application and analysis methods • Recent advancements in the methods of slope stability and deformation analyses • Recent development in disaster risk assessment Prof. Binod Tiwari is a Vice President of the International Consortium on Landslides (ICL). He is the Associate Vice President for research and sponsored project and Professor of civil and environmental engineering at the California State University, Fullerton, California, USA. Prof. Kyoji Sassa is the Founding President and the Secretary-General of the International Consortium on Landslides (ICL). He has been the Editor-in-Chief of International Journal Landslides since its foundation in 2004. Prof. Peter Bobrowsky is the President of the International Consortium on Landslides. He is a Senior Scientist of Geological Survey of Canada, Ottawa, Canada. Prof. Kaoru Takara is the Executive Director of the International Consortium on Landslides. He is a Professor and Dean of Graduate School of Advanced Integrated Studies (GSAIS) in Human Survivability (Shishu-Kan), Kyoto University.


Probabilistic Modeling of Shallow Landslides at Regional Scales

Probabilistic Modeling of Shallow Landslides at Regional Scales

Author: Ronda L. Strauch

Publisher:

Published: 2017

Total Pages: 109

ISBN-13:

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Mountainous areas are challenging to manage and maintain access due to their remoteness and steep topography. Shifting hydrologic regimes from changing climate are projected to intensify these challenges. Of particular concern are the effects and uncertainties from climate change on hillslope stability that may lead to increased landslides, which adds sediment to streams, elevates flooding, and impacts downstream natural and built resources. This dissertation aimed to improve mapping landslide hazard by integrating process-based and data-driven statistical models. To achieve this, we organized the dissertation into four chapters that begins with motivation and background (Chapter 1) and a climate change vulnerability assessment to access over a large regional area (Chapter 2). Chapter 3 describes a new probabilistic model of shallow landsliding based on a physical model that is coupled with a macro-scale hydrologic model and a soil evolution model explicitly addressing spatial and temporal uncertainty. This physical model is integrated with a statistical model relating observed landslides with local site factors predisposing a hillslope to fail to produce regional-scale landslide hazards from initiation, transportation, and deposition processes (Chapter 4). Concerns about hillslope stability were identified during one of the largest climate change adaptation efforts undertaken on federal lands. This effort included a transportation vulnerability assessment conducted with research scientists and federal land managers of two national parks and two national forests in north-central Washington, USA. During this assessment documented in Chapter 2, one of the top four infrastructure sensitivities recognized was increased damage associated with landslides from projected higher winter soil moisture caused by changes in seasonal precipitation and snow accumulation. Numerous strategies were identified to increase resistance and resilience of the transportation system to this impact pathway, including information needs such as “site-specific stability analysis based on soil and geologic information” and “identification of areas sensitive to high landslide frequency.” This dissertation takes on these information priorities by developing regional landslide models and demonstrates the models in one of the four jurisdictions: North Cascades National Park Complex (NOCA), Washington. Chapter 3 of the dissertation describes our development of a hydro-climatological approach to modeling of regional shallow landslide initiation that integrates spatial and temporal dimensions of parameter uncertainty. The physically-based model estimates annual probability of landslide initiation by solving the infinite slope stability equation coupled to steady-state topographic flow routing using a Monte Carlo approach. The uncertainty of soil depth often ignored in landslide hazard modeling is address by a soil development model, and subsurface flow recharge is obtained from the Variable Infiltration Capacity macro-scale hydrologic model. Thus, the model design allows for use of future hydrologic projections to estimate changing landslide probability as climate and landscape evolve. The model is available as a component in Landlab, an open-source, Python-based landscape earth systems modeling environment. It is designed to be easily reproduced and applied in various locations utilizing HydroShare cyberinfrastructure; therefore, it can be implemented in the other three federal jurisdictions and elsewhere. To better understand landslide transport and deposition impacts, we develop empirically-based probability hazard maps from a statistically-derived susceptibility index explained in Chapter 4 of this dissertation. This empirical model integrates the influence of seven site attributes on observed landslides, inventoried by NOCA park personnel, using a frequency ratio approach. The attributes assessed included: elevation, slope, curvature, aspect, land use-land cover, lithology, and topographic wetness index. The physically-based and empirically-based models were then combined to produce an integrated probabilistic map of landslide hazard for initiation, transport, and deposition processes. Thus, these maps identify locations of high and low probability of landslide impacts within the NOCA that can be used by land managers in their design, planning, and maintenance. Improved tools such as these with incorporated uncertainty can be used to reduce system vulnerabilities and lead to adaptations that allow continue use of natural areas with reduced risks.


Extreme rainfall induced landslides

Extreme rainfall induced landslides

Author: Willy Alvarenga Lacerda

Publisher: Oficina de Textos

Published:

Total Pages: 413

ISBN-13: 8579751446

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This book assembles most of the works presented at the International Workshop on Extreme Rainfall Induced Landslides, held in Rio de Janeiro 11-15 February 2012, in response to the landslide disaster which occurred in the Serrana Region of Rio de Janeiro one year before, and also other disasters in the states of Santa Catarina, São Paulo, Pernambuco, Alagoas, and Minas Gerais. The workshop brought together great landslide experts from all around the world, and the outcome was a Final Report sent to competent governmental Brazilian authorities. The presentations, discussions and lessons learned highlighted the urgency of governmental actions to incentivize scientific and technological researches, aiming to accelerate the methodological development in order to avoid, reduce and mitigate the hazardous consequences of these natural disasters.


Effect of the Rainfall Infiltration Processes on the Landslide Hazard Assessment of Unsaturated Soils in Tropical Mountainous Regions

Effect of the Rainfall Infiltration Processes on the Landslide Hazard Assessment of Unsaturated Soils in Tropical Mountainous Regions

Author: Cesar Augusto Hidalgo

Publisher:

Published: 2018

Total Pages:

ISBN-13:

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Natural disasters caused by meteorological phenomena are affecting countries of the world with increasing frequency, and they are producing severe damage to population and its infrastructure, hampering the economic development of the countries. The rainfall-induced landslides occur almost every year in all mountainous regions, and globally, 14% of economic losses and 0.53% of deaths from disasters caused by natural phenomena are attributed to landslides. For this reason, landslide risk assessment has become more applied in recent years. We present an assessment of the effect of rainfall infiltration on unsaturated soils on slope stability. Initially, a theoretical approach of the problem is presented, and a model of probabilistic analysis is described. Subsequently, an application of the model is carried out in an eastern zone of Medellin, Colombia. The probability of saturation and the landslide hazard are determined and validated considering the effect of a rainfall event registered in November 2010 that caused severe damages in the studied zone. The influence of infiltration under static scenario is evaluated using two different approaches, and the soil parameters for these evaluations are determined by field and laboratory tests. Finally, the effect of the rainfall infiltration processes on the landslide hazard assessment of evaluated unsaturated soils is determined.


Quantitative Landslide Hazard Assessment in Regional Scale Using Statistical Modeling Techniques

Quantitative Landslide Hazard Assessment in Regional Scale Using Statistical Modeling Techniques

Author: Manouchehr Motamedi

Publisher:

Published: 2013

Total Pages: 161

ISBN-13:

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In this research study, a new probabilistic methodology for landslide hazard assessment in regional scale using Copula modeling technique is presented. In spite of the existing approaches, this methodology takes the possibility of dependence between landslide hazard components into account; and aims at creating a regional slope failure hazard map more precisely. Copula modeling technique as a widely accepted statistical approach is integrated with the hazard assessment concept to establish the dependence model between "landslide magnitude", "landslide frequency" and "landslide location" elements. This model makes us able to evaluate the conditional probability of occurrence of a landslide with a magnitude larger than an arbitrarily amount within a specific time period and at a given location. Part of the Seattle, WA area was selected to evaluate the competence of the presented method. Based on the results, the mean success rate of the presented model in predicting landslide occurrence is 90% on average; while the success rate is only 63% when these hazard elements were treated as mutually independent. Also, Seismic-induced landslides are one of threatening effects of earthquakes around the world that damage structures, utilities, and cause human loss. Therefore, predicting the areas where significant earthquake triggered hazard exists is a fundamental question that needs to be addressed by seismic hazard assessment techniques. The current methods used to assess seismic landslide hazard mostly ignore the uncertainty in the prediction of sliding displacement, or lack the use of comprehensive field observations of landslide and earthquake records. Therefore, a new probabilistic method is proposed in which the Newmark displacement index, the earthquake intensity, and the associated spatial factors are integrated into a multivariate Copula-based probabilistic function. This model is capable of predicting the sliding displacement index (Dn) that exceeds a threshold value for a specific hazard level in a regional scale. A quadrangle in Northridge area in Northern California having a large landslide database was selected as the study area. The final map indicates the sliding displacements in mapping units for the hazard level of 10% probability of exceedance in 50 years. Furthermore, to reduce human losses and damages to properties due to debris flows runout in many mountainous areas, a reliable prediction method is necessary. Since the existing runout estimation approaches require initial parameters such as volume, depth of moving mass and velocity that are involved with uncertainty and are often difficult to estimate, development of a probabilistic methodology for preliminary runout estimate is precious. Thus, we developed an empirical-statistical model that provides the runout distance prediction based on the average slope angle of the flow path. This model was developed within the corridor of the coastal bluffs along Puget Sound in Washington State. The robustness of this model was tested by applying it to 76 debris-flow events not used in its development. The obtained prediction rates of 92.2% for pre-occurred and 11.7% for non-occurred debris flow locations showed that the model results are consistent with the real debris-flow inventory database.


Hydro-mechanical Analysis of Rainfall-Induced Landslides

Hydro-mechanical Analysis of Rainfall-Induced Landslides

Author: Lizhou Wu

Publisher: Springer Nature

Published: 2020-01-14

Total Pages: 245

ISBN-13: 9811507619

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Most landslides are triggered by rainfall. In previous studies, slope stability is often evaluated based on the infiltration analysis. Hydro-mechanical coupling is significant to rainfall-caused landslide evolution. This book covers theoretical models of unsaturated infiltration, and provides hydro-mechanical models for rainfall-induced landslides. The influences of rainfall patterns, boundary conditions, layered structures, and SWCC hysteresis on the coupled unsaturated infiltration and deformation are discussed. Laboratory testing of rainfall-induced landslides is performed to study the developing process of landslide upon rainfall infiltration. The results provide a better understanding of rainfall-induced landslides.


A Framework for Rregional Scale Quantitative Landslide Risk Analysis

A Framework for Rregional Scale Quantitative Landslide Risk Analysis

Author: William Pollock

Publisher:

Published: 2020

Total Pages: 447

ISBN-13:

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Landslides are among the most common and damaging natural hazards on earth. Policy makers, land use planners, and community members need to know not only when and where landslides are likely to occur (hazard) but also the consequences on the human-built environment (risk). Existing methods for quantitative landslide hazard analysis contain several critical limitations, including oversimplification of the diverse range of landslide phenomena, computationally expensive models which prohibit application on local or regional scales, dependence on costly and rare landslide inventories, and deterministic methods which do not account for uncertainty in environmental and human inputs. Landslide hazard is rarely translated into landslide risk due to a lack of quantitative data necessary to model landslide runout and estimate the vulnerability of people, buildings, and infrastructure. I address these challenges through the development and validation of a multimodal, regional scale framework for coseismic and precipitation-induced landslide risk analysis which implements physically-based models in a probabilistic system. I develop new tools to characterize landslide runout and the vulnerability of elements at risk. By applying the multimodal landslide risk analysis framework at two study regions, I explore questions at the intersection of natural hazards, human ecology, and policy-making. In the country of Lebanon, geologic risk has soared due to the influx of 1.5 million refugees fleeing the civil war in neighboring Syria. I examine the temporal and spatial patterns of landslide risk within Lebanon, noting the impact of refugee resettlement policies and illustrating the utility of real-time risk analyses for immediate refugee crisis response. Seattle, Washington, is one of the most landslide-prone urban areas in the United States. However, up until now, no estimates of landslide risk have been available for land use decision-making in the region. I perform a probabilistic landslide hazard and risk analysis for the city of Seattle, providing quantitative, spatially explicit estimates of landslide-related losses in future precipitation and earthquake events. By disaggregating the unique consequences of Seattle’s various types of landslides, this work informs targeted risk mitigation strategies to protect individuals and the built environment from preventable landslide losses.