Modeling Flood Peak Discharge Caused by Overtopping Failure of a Landslide Dam

被引:19
|
作者
Ruan, Hechun [1 ,2 ]
Chen, Huayong [1 ,2 ,3 ]
Wang, Tao [1 ,2 ]
Chen, Jiangang [1 ,2 ,3 ]
Li, Huibin [1 ,2 ]
机构
[1] Chinese Acad Sci, Key Lab Mt Hazards & Surface Proc, Inst Mt Hazards & Environm, Chengdu 610041, Peoples R China
[2] Univ Chinese Acad Sci, Beijing 100000, Peoples R China
[3] CAS Ctr Excellence Tibetan Plateau Earth Sci, Beijing 100101, Peoples R China
基金
中国国家自然科学基金;
关键词
peak discharge prediction; landslide dams; floods; overtopping failure; calculation model;
D O I
10.3390/w13070921
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Overtopping failure often occurs in landslide dams, resulting in the formation of strong destructive floods. As an important hydraulic parameter to describe floods, the peak discharge often determines the downstream disaster degree. Based on 67 groups of landslide dam overtopping failure cases all over the world, this paper constructs the calculation model for peak discharge of landslide dam failure. The model considers the influence of dam erodibility, breach shape, dam shape and reservoir capacity on the peak discharge. Finally, the model is compared with the existing models. The results show that the new model has a higher accuracy than the existing models and the simulation accuracy of the two outburst peak discharges of Baige dammed lake in Jinsha River (10 October 2018 and 3 November 2018) is higher (the relative error is 0.73% and 6.68%, respectively), because the model in this study considers more parameters (the breach shape, the landslide dam erodibility) than the existing models. The research results can provide an important reference for formulating accurate and effective disaster prevention and mitigation measures for such disasters.
引用
收藏
页数:14
相关论文
共 50 条
  • [1] Analysis of landslide dam failure caused by overtopping
    Do, Xuan Khanh
    Kim, Minseok
    Nguyen, H. P. Thao
    Jung, Kwansue
    [J]. 12TH INTERNATIONAL CONFERENCE ON HYDROINFORMATICS (HIC 2016) - SMART WATER FOR THE FUTURE, 2016, 154 : 990 - 994
  • [2] Modeling flood and breach evolution of the landslide dam due to overtopping
    Zhang, Fei
    Jia, Shilin
    Zhou, Xingbo
    Wang, Lin
    Zhu, Yuming
    [J]. Journal of Hydrology, 2025, 647
  • [3] Peak Flood Discharge from a Landslide Dam Outburst
    Froehlich, David C.
    [J]. NATURAL HAZARDS REVIEW, 2022, 23 (02)
  • [4] Experimental Investigation of the Outburst Discharge of Landslide Dam Overtopping Failure
    Zhou, Mingjun
    Shi, Zhenming
    Zhou, Gordon G. D.
    Cui, Kahlil Fredrick E.
    Peng, Ming
    [J]. FRONTIERS IN EARTH SCIENCE, 2021, 9
  • [5] Assessment of Flood Hazard Caused by Overtopping of a Dam
    Yilmaz, Kutay
    Karaman, Cagri Hasan
    [J]. PROCEEDINGS OF THE 39TH IAHR WORLD CONGRESS, 2022, : 6638 - 6645
  • [6] Amplification of flood discharge caused by the cascading failure of landslide dams
    Takayama, Shoki
    Fujimoto, Masamitsu
    Satofuka, Yoshifumi
    [J]. INTERNATIONAL JOURNAL OF SEDIMENT RESEARCH, 2021, 36 (03) : 430 - 438
  • [7] Amplification of flood discharge caused by the cascading failure of landslide dams
    Shoki Takayama
    Masamitsu Fujimoto
    Yoshifumi Satofuka
    [J]. International Journal of Sediment Research, 2021, 36 (03) : 430 - 438
  • [8] Tailings Dam Flood Overtopping Failure Evolution Pattern
    Sun, Enji
    Zhang, Xingkai
    Li, Zhongxue
    Wang, Yunhai
    [J]. 2012 INTERNATIONAL CONFERENCE ON MODERN HYDRAULIC ENGINEERING, 2012, 28 : 356 - 362
  • [9] Research progress on overtopping failure mechanisms and breaching flood of landslide dams caused by landslides and avalanches
    Shi, Zhenming
    Zhou, Mingjun
    Peng, Ming
    Zhou, Gongdan
    Zhang, Limin
    Cai, Shuo
    [J]. Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2021, 40 (11): : 2173 - 2188
  • [10] Experimental and numerical study of a landslide dam failure due to overtopping
    [J]. Zhong, D. (zhongdy@tsinghua.edu.cn), 1600, Tsinghua University (53):