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Landslide Hazard Assessment for Wanzhou Considering the Correlation of Rainfall and Surface Deformation
Landslide Hazard Assessment for Wanzhou Considering the Correlation of Rainfall and Surface Deformation
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Landslide Hazard Assessment for Wanzhou Considering the Correlation of Rainfall and Surface Deformation
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Landslide Hazard Assessment for Wanzhou Considering the Correlation of Rainfall and Surface Deformation
Landslide Hazard Assessment for Wanzhou Considering the Correlation of Rainfall and Surface Deformation

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Landslide Hazard Assessment for Wanzhou Considering the Correlation of Rainfall and Surface Deformation
Landslide Hazard Assessment for Wanzhou Considering the Correlation of Rainfall and Surface Deformation
Journal Article

Landslide Hazard Assessment for Wanzhou Considering the Correlation of Rainfall and Surface Deformation

2024
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Overview
The landslide hazard assessment plays a crucial role in landslide risk mitigation and land use planning. The result of landslide hazard assessment corrected by surface deformation, obtained through time-series InSAR, has usually proven to have good application capabilities. However, the issue lies in the uncertainty of InSAR results, where some deformations cannot be calculated, and some are not true deformations. This uncertainty of InSAR results will lead to errors in landslide hazard assessment. Here, we attempt to evaluate landslide hazards by considering combined rainfall and surface deformation. The main objective of this research was to mitigate the impact of bias and explore the accurate landslide hazard assessment method. A total of 201 landslides and 11 geo-environment factors were utilized for landslide susceptibility assessment by support vector machine (SVM) model in Wanzhou District, Three Gorges Reservoir Area (TGRA). The preliminary hazard is obtained by analyzing the statistical data of landslides and rainfall. Based on the SAR image data of Sentinel-1A satellites from September 2019 to October 2021, the SBAS-InSAR method was used to analyze surface deformation. The correlation between surface deformation and rainfall was analyzed, and the deformation factor variables were applied to landslide hazard assessment. The research results demonstrate that the error caused by the uncertainty of InSAR results can be effectively avoided by analyzing the relationship between rainfall and surface deformation. Our results can effectively adjust and correct the hazard results and eliminate the errors in the general hazard assessment. Our proposed method can be used to assess the landslide hazard in more detail and provide a reference for fine risk management and control.