Gis-Based Assessment of Debris Flow Runout in Kulekhani Watershed, Nepal

被引:0
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作者
Bhuwani Paudel
Mamadou Fall
Bahram Daneshfar
机构
[1] University of Ottawa,Department of Civil Engineering
关键词
Landslide; Debris flow; GIS; Slope stability; Himalaya; Risk; Hazards; Rainfall; Runout;
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中图分类号
学科分类号
摘要
Rainfall-induced landslide masses often change into disastrous debris flows and damage large areas in Nepal’s mountainous region. The area covered by debris flow inundation or debris flow runout is a most essential component for landslide hazard assessments leading to development of land use plans. However, there is presently no tool that can allow to assess and predict debris flow runout from the initial landslide on the watershed scale in Nepal. In this paper, a method and simulation tool are developed for the assessment and prediction of debris flow runout in Kulekhani Watershed, Nepal. The Flow-R model with user-defined landslide-susceptible areas was chosen for debris flow runout analysis. The Flow-R model with various algorithms has the capability to analyze debris flow inundation with limited input information. Two recent debris flow events are taken as case studies to identify the appropriate algorithms for runout analysis of the study area. After comparison of the observed and simulated results for debris flow runout, the algorithms proposed by Holmgren (Hydrol Process 8:327–334, 1994) (modified) are found suitable for the study watershed. These algorithms are employed for debris flow inundation analysis in the study area with pre-defined landslide sources plus debris flow inundation map in GIS environment. The results obtained from this modeling for the debris flow area induced by 540 mm of rainfall in 24 h period was 2.68% of the watershed, which is comparable to previously observed debris flow area in the study watershed. The findings of this research and GIS simulation tool developed will enable the optimization of planning and investment for land development in the studied region.
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页码:2755 / 2775
页数:20
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