Characteristics of a Debris Flow Disaster and Its Mitigation Countermeasures in Zechawa Gully, Jiuzhaigou Valley, China

被引:14
|
作者
Gong, Xing-Long [1 ,2 ,3 ]
Chen, Kun-Ting [1 ]
Chen, Xiao-Qing [1 ,2 ,3 ]
You, Yong [1 ]
Chen, Jian-Gang [1 ,2 ]
Zhao, Wan-Yu [1 ]
Lang, Jie [4 ]
机构
[1] Chinese Acad Sci, Inst Mt Hazards & Environm, Key Lab Mt Hazards & Earth Surface Proc, Chengdu 610041, Peoples R China
[2] CAS Ctr Excellence Tibetan Plateau Earth Sci, Beijing 100101, Peoples R China
[3] Univ Chinese Acad Sci, Beijing 100049, Peoples R China
[4] Jiuzhai Valley Natl Pk Adm Bur, Chengdu 623402, Sichuan, Peoples R China
基金
中国国家自然科学基金;
关键词
debris flow; Zechawa Gully; mitigation countermeasures; Jiuzhaigou Valley; FORMATION MECHANISM; RAINFALL THRESHOLD; EARTHQUAKE; DAM; SICHUAN; FAULT; PERFORMANCE; SEDIMENT; PROVINCE; DESIGN;
D O I
10.3390/w12051256
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
On 8 August 2017, an Ms 7.0 earthquake struck Jiuzhaigou Valley, triggering abundant landslides and providing a huge source of material for potential debris flows. After the earthquake debris flows were triggered by heavy rainfall, causing traffic disruption and serious property losses. This study aims to describe the debris flow events in Zechawa Gully, calculate the peak discharges of the debris flows, characterize the debris flow disasters, propose mitigation countermeasures to control these disasters and analyse the effectiveness of countermeasures that were implemented in May 2019. The results showed the following: (1) The frequency of the debris flows in Zechawa Gully with small- and medium-scale will increase due to the influence of the Ms 7.0 Jiuzhaigou earthquake. (2) An accurate debris flow peak discharge can be obtained by comparing the calculated results of four different methods. (3) The failure of a check dam in the channel had an amplification effect on the peak discharge, resulting in a destructive debris flow event on 4 August 2016. Due to the disaster risk posed by dam failure, both blocking and deposit stopping measures should be adopted for debris flow mitigation. (4) Optimized engineering countermeasures with blocking and deposit stopping measures were proposed and implemented in May 2019 based on the debris flow disaster characteristics of Zechawa Gully, and the reconstructed engineering projects were effective in controlling a post-earthquake debris flow disaster on 21 June 2019.
引用
收藏
页数:25
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