Abstract

This study demonstrates the applications of two physical-based early warning methods for rainfall-induced shallow landslide and compare their relative performance. One method is rainfall threshold-based method and the other method is by real-time simulation. The former establishes landslide threshold in advance using 50 historical rainfall events, in conjunction with physical-based rainfall-triggered shallow landslide model, to evaluate the stability of a concerned slope. Quantitative precipitation estimation (QPE) for nowcast is used in the rainfall threshold-based method for landslide predictions. The latter method also applies rainfall-triggered landslide model in real-time simulation by feeding QPE and quantitative precipitation forecast (QPF) of specified lead-time. Both methods are integrated into an early warning system (e.g. Delft-FEWS) for real-time nowcast and/or forecast purposes. The two shallow landslide early warning methods are applied to a slope in the vicinity of a highway section in Taiwan. Comparisons between the two methods are made to evaluate their performance using rainfall data from three past typhoon events. Despite of some discrepancies found in the results, both methods can predict landslide quite consistently. Without sufficient number of actual landslide records for model validation, the true accuracy of both landslide early warning methods cannot be assessed. However, the consistency of predicted landslide occurrence times during three historical typhoon events in the case study indicated that they could be viable for providing good supportive information for decision-making in landslide hazard mitigation.

Highlights

  • Factors influencing slope stability can be classified into two categories: latent factors and driving factors (Dai et al 2002)

  • The objective of this study is to present an investigation of two local landslide early warning methods utilizing physical-based slope stability analysis model

  • Results of numerical study from the three typhoon events showed that both landslide forecast methods perform satisfactorily with respect to the predicted slope failure times, despite some minor discrepancies

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Summary

Introduction

Factors influencing slope stability can be classified into two categories: latent factors and driving factors (Dai et al 2002). To circumvent the above-mentioned shortcoming of statistical methods for not being able to predict the time of slope failure, rainfall-triggered landslide warning threshold relation can be established through the application of deterministic physical-based landslide simulation models (Salciarini and Tamagnini 2015; Schilirò et al 2015). Taking the advantages of both statistical methods for its easy implementation and physical-based shallow landslide simulation models for estimating slope failure time, the rainfall thresholds for landslide occurrence can be established for a concerned slope from historical/synthesized rainfall events. The objective of this study is to present an investigation of two local landslide early warning methods (i.e., rainfall threshold-based method and real-time simulation method) utilizing physical-based slope stability analysis model. In this study, unsaturated soil seepage model of Tsai and Wang (2011) is used to calculate time variation of pore water pressure distribution in the soil medium in a slope subject to potential failure in a rainstorm event

Landslide infiltration model
Findings
Landslide forecasting methods
Full Text
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