Physically-based landslide prediction over a large region: Scaling low-resolution hydrological model results for high-resolution slope stability assessment

Rainfall-triggered shallow landslides are widespread natural hazards around the world, causing many damages to human lives and property. In this study, we focused on predicting landslides in a large region by coupling a 1 km-resolution hydrological model and a 90 m-resolution slope stability model,...

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Veröffentlicht in:Environmental modelling & software : with environment data news 2020-02, Vol.124, p.104607, Article 104607
Hauptverfasser: Wang, Sheng, Zhang, Ke, van Beek, Ludovicus P.H., Tian, Xin, Bogaard, Thom A.
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Sprache:eng
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Zusammenfassung:Rainfall-triggered shallow landslides are widespread natural hazards around the world, causing many damages to human lives and property. In this study, we focused on predicting landslides in a large region by coupling a 1 km-resolution hydrological model and a 90 m-resolution slope stability model, where a downscaling method for soil moisture via topographic wetness index was applied. The modeled hydrological processes show generally good agreements with the observed discharges: relative biases and correlation coefficients at three validation stations are all 0.60, respectively. The derived scaling law for soil moisture allows for near-conservative downscaling of the original 1-km soil moisture to 90-m resolution for slope stability assessment. For landslide prediction, the global accuracy and true positive rate are 97.2% and 66.9%, respectively. This study provides an effective and computationally efficient coupling method to predict landslides over large regions in which fine-scale topographical information is incorporated. •Downscaling soil moisture using topographical attributes.•Coupling hydrological model and slope stability model with different spatial resolutions.•Developed a useful and efficient method to conduct landslide hazard prediction.•The coupled model is more robust than the conventional rainfall threshold method.
ISSN:1364-8152
1873-6726
DOI:10.1016/j.envsoft.2019.104607