Establishment and Application of the Near-bank Landslide Susceptibility Model in Upstream of Qishan River

碩士 === 國立中興大學 === 水土保持學系所 === 107 === The sediment from landslides directly fell into the river was considered as near-bank landslides in the study. And the near-bank landslides on the upper catchment area of Qishan River was selected as a study case, using Logistic regression method with factors, i...

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Main Authors: Yi-Wen Huang, 黃憶雯
Other Authors: Hsun-Chuan Chan
Format: Others
Language:zh-TW
Published: 2019
Online Access:http://ndltd.ncl.edu.tw/cgi-bin/gs32/gsweb.cgi/login?o=dnclcdr&s=id=%22107NCHU5080044%22.&searchmode=basic
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spelling ndltd-TW-107NCHU50800442019-11-30T06:09:36Z http://ndltd.ncl.edu.tw/cgi-bin/gs32/gsweb.cgi/login?o=dnclcdr&s=id=%22107NCHU5080044%22.&searchmode=basic Establishment and Application of the Near-bank Landslide Susceptibility Model in Upstream of Qishan River 旗山溪上游近岸崩塌潛勢模式之建立與應用 Yi-Wen Huang 黃憶雯 碩士 國立中興大學 水土保持學系所 107 The sediment from landslides directly fell into the river was considered as near-bank landslides in the study. And the near-bank landslides on the upper catchment area of Qishan River was selected as a study case, using Logistic regression method with factors, including topography, geological and hydraulic, to establish the landslide susceptibility models of different combinations. The combinations were whether hydraulic factors included and adding different hydraulic factors, and compare their differences in near-bank landslides prediction. In addition, the near-bank landslides in the study were classified into four types according possible causes and different appearances. TypeⅠ caused by the rainfall erosion presented wide-upper appearance. TypeⅡ caused by the runoff collecting in the trench presented slender appearance. TypeⅢ caused by bank scour presented wide-lower appearance. TypeⅣ caused at the source of the tributary presented continuous appearance. The results showed that the AUC for the model established with the topography factors (slope, aspect, terrain roughness and NDVI) and geological factors (lithology and dis slope) was 0.754. And in the combinations with different hydraulic factors, the AUC for the model added hydraulic factors of riverbank type and riverbed slope is increased to 0.774. Especially for the wide-lower appearance landslides caused by the river scouring, the prediction is significant improvement in the model. Finally, based on the landslide susceptibility map obtained by this study, combined with the protected targets data for risk assessment. Identified the distribution of high-risk areas to provide government reference for riverbank maintenance, or regulations order. Hsun-Chuan Chan 詹勳全 2019 學位論文 ; thesis 96 zh-TW
collection NDLTD
language zh-TW
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sources NDLTD
description 碩士 === 國立中興大學 === 水土保持學系所 === 107 === The sediment from landslides directly fell into the river was considered as near-bank landslides in the study. And the near-bank landslides on the upper catchment area of Qishan River was selected as a study case, using Logistic regression method with factors, including topography, geological and hydraulic, to establish the landslide susceptibility models of different combinations. The combinations were whether hydraulic factors included and adding different hydraulic factors, and compare their differences in near-bank landslides prediction. In addition, the near-bank landslides in the study were classified into four types according possible causes and different appearances. TypeⅠ caused by the rainfall erosion presented wide-upper appearance. TypeⅡ caused by the runoff collecting in the trench presented slender appearance. TypeⅢ caused by bank scour presented wide-lower appearance. TypeⅣ caused at the source of the tributary presented continuous appearance. The results showed that the AUC for the model established with the topography factors (slope, aspect, terrain roughness and NDVI) and geological factors (lithology and dis slope) was 0.754. And in the combinations with different hydraulic factors, the AUC for the model added hydraulic factors of riverbank type and riverbed slope is increased to 0.774. Especially for the wide-lower appearance landslides caused by the river scouring, the prediction is significant improvement in the model. Finally, based on the landslide susceptibility map obtained by this study, combined with the protected targets data for risk assessment. Identified the distribution of high-risk areas to provide government reference for riverbank maintenance, or regulations order.
author2 Hsun-Chuan Chan
author_facet Hsun-Chuan Chan
Yi-Wen Huang
黃憶雯
author Yi-Wen Huang
黃憶雯
spellingShingle Yi-Wen Huang
黃憶雯
Establishment and Application of the Near-bank Landslide Susceptibility Model in Upstream of Qishan River
author_sort Yi-Wen Huang
title Establishment and Application of the Near-bank Landslide Susceptibility Model in Upstream of Qishan River
title_short Establishment and Application of the Near-bank Landslide Susceptibility Model in Upstream of Qishan River
title_full Establishment and Application of the Near-bank Landslide Susceptibility Model in Upstream of Qishan River
title_fullStr Establishment and Application of the Near-bank Landslide Susceptibility Model in Upstream of Qishan River
title_full_unstemmed Establishment and Application of the Near-bank Landslide Susceptibility Model in Upstream of Qishan River
title_sort establishment and application of the near-bank landslide susceptibility model in upstream of qishan river
publishDate 2019
url http://ndltd.ncl.edu.tw/cgi-bin/gs32/gsweb.cgi/login?o=dnclcdr&s=id=%22107NCHU5080044%22.&searchmode=basic
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