Building risk amplification effect under loess landslides-hydraulic erosion-debris flow cascade in China

被引:1
|
作者
Chen, Yu [1 ,2 ,3 ,4 ]
Wang, Ying [1 ,2 ,3 ,4 ]
Zhang, Xinren [1 ,2 ,3 ,4 ]
Zhao, Mengxia [1 ,2 ,3 ,4 ]
Zhou, Qiang [5 ]
Liu, Tianxue [1 ,2 ,3 ,4 ]
机构
[1] Minist Emergency Management, Acad Disaster Reduct & Emergency Management, Beijing 100875, Peoples R China
[2] Acad Disaster Reduct & Emergency Management, Minist Educ, Beijing 100875, Peoples R China
[3] Beijing Normal Univ, Key Lab Environm Change & Nat Disaster, Minist Educ, Beijing 100875, Peoples R China
[4] Beijing Normal Univ, State Key Lab Earth Surface Proc & Resources Ecol, Beijing 100875, Peoples R China
[5] Qinghai Normal Univ, Sch Geog Sci, Xining 810008, Peoples R China
基金
中国国家自然科学基金;
关键词
Disaster cascade; Provenance supply; Landslide initiation; Risk amplification; PHYSICAL VULNERABILITY; RAINFALL; HAZARDS; TRIGRS; MODEL;
D O I
10.1016/j.ijdrr.2024.105061
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
The high water sensitivity of loess in the region of northwest China makes it prone to experiencing the Landslides-Hydraulic Erosion-Debris Flow Cascade (LS-HE-DC). The abundance of sediment in LS-HE-DC during the debris flow phase significantly impacts on buildings. The surge in provenance supply during the initiation and evolution of LS-HE-DC mainly amplifies the associated risks. However, the clustering of landslides within LS-HE-DC complicates the understanding of how landslide provenances contribute to debris flow movement and subsequent risk changes. The Eryanggou LS-HE-DC event served as the focal case of this study. By coupling three geological hazard process mechanism models focusing on landslides, hydrology, and debris flow, the volume of landslide provenances involved in debris flow movement was computed to assess the consequential changes in debris flow hazard and the risk of building collapse. The results indicated that the significant amount of provenance generated by landslides was the main reason for the risk expansion. A total of 23 landslides were involved in debris flow movement, providing 2.89*106 m3 of provenances for the final debris flow, resulting in an increase of 63.04% in hazard range, 183 % in average deposition depth, 77.8 % in average velocity and 389 % in average momentum flux at the outlet of the basin. A building collapse would occur when the provenance supply surged by 1.26*106 m3. With an additional 1*105 m3 of provenances, the risk of building collapse would increase by 2.57 %.
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页数:17
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