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Comparing the performance of TRIGRS and TiVaSS in spatial and temporal prediction of rainfall-induced shallow landslides

  • The Viet Tran
  • Giha LeeEmail author
  • Hyunuk An
  • Minseok Kim
Original Article

Abstract

This study compares the performance of transient rainfall infiltration and grid-based regional slope stability (TRIGRS) model and time-variant slope stability (TiVaSS) model in the prediction of rainfall-induced shallow landslides. TRIGRS employs one-dimensional (1-D) subsurface flow to simulate the infiltration rate, whereas a three-dimensional (3-D) model is utilized in TiVaSS. The former has been widely used in landslide modeling, while the latter was developed only recently. Both programs are used for the spatiotemporal prediction of shallow landslides caused by rainfall. This study uses the July 2011 landslide event that occurred in Mt. Umyeon, Seoul, Korea, for validation. The performance of the two programs is evaluated by comparison with data of the actual landslides in both location and timing by using a landslide ratio for each factor of safety class (\({\text{LR}}_{\text{class}}\) index), which was developed for addressing point-like landslide locations. Moreover, the influence of surface flow on landslide initiation is assessed. The results show that the shallow landslides predicted by the two models are highly consistent with those of the observed sliding sites, although the performance of TiVaSS is slightly better. Overland flow affects the buildup of the pressure head and reduces the slope stability, although this influence was not significant in this case. A slight increase in the predicted unstable area from 19.30 to 19.93% was recorded when the overland flow was considered. It is concluded that both models are suitable for application in the study area. However, although it is a well-established model requiring less input data and shorter run times, TRIGRS produces less accurate results.

Keywords

TRIGRS TiVaSS Subsurface flow Surface flow Shallow landslide Slope stability 

Notes

Acknowledgements

This research is supported by the Korea Ministry of Environment (MOE) as “GAIA Program-2014000540005.”

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Copyright information

© Springer-Verlag Berlin Heidelberg 2017

Authors and Affiliations

  1. 1.Department of Construction and Disaster Prevention EngineeringKyungpook National UniversitySangjuKorea
  2. 2.Department of Civil EngineerThuyloi UniversityHanoiVietnam
  3. 3.Department of Agricultural and Rural EngineeringChungnam National UniversityDaejeonKorea
  4. 4.Geologic Environment DivisionGeo-Environmental Hazards & Quaternary Geology Research CenterDaejeonKorea

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