Experimental Study on Landslide Dam Break Due to Overtopping

被引:0
|
作者
Liu, Lei [1 ]
Zhong, Deyu [1 ]
Duan, Jennifier [2 ]
Zhang, Hongwu [1 ]
机构
[1] Tsinghua Univ, Beijing 100084, Peoples R China
[2] Univ Arizona, Dept Civil Engn, Tucson, AZ 85721 USA
来源
PROCEEDINGS OF THE 35TH IAHR WORLD CONGRESS, VOLS I AND II | 2013年
关键词
Landslide dam; Dam break; Experiment; Physical-based model; EMBANKMENTS; SEDIMENT; FAILURE; FLOW;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Landslide dam is a great threat to the security and well being of downstream property and people. Investigating the dam break mechanism and providing an effective forecast of the peak discharge are critical for the response of a landslide dam. A series of experiments were conducted to investigate flood flow generated by overtopping induced failure of landslide dams. These experiments were to quantify the influences of dam shape including downstream slope, width of dam crest and dam height on the downstream flood flow. Results showed that the water level in the upstream reservoir and the erosion of dam body are dominant factors for downstream flood flow. A physical-based model for calculating the arriving time and peak discharge of dam break flow are established and tested using several laboratory experimental datasets. The agreements between calculated and measured data showed the applicability of the proposed model for predicting the peak discharge of dam break flow.
引用
收藏
页码:5718 / 5726
页数:9
相关论文
共 50 条
  • [1] Research on landslide dam break due to overtopping
    Liu, Lei
    Zhang, Hongwu
    Zhong, Deyu
    Liu, Chunjing
    Shuili Xuebao/Journal of Hydraulic Engineering, 2015, 46 (04): : 379 - 386
  • [2] Numerical simulation of landslide dam breaching due to overtopping
    Zhong, Q. M.
    Chen, S. S.
    Mei, S. A.
    Cao, W.
    LANDSLIDES, 2018, 15 (06) : 1183 - 1192
  • [3] Numerical simulation of landslide dam breaching due to overtopping
    Q. M. Zhong
    S. S. Chen
    S. A. Mei
    W. Cao
    Landslides, 2018, 15 : 1183 - 1192
  • [4] Experimental Study of a Tailings Impoundment Dam Failure Due to Overtopping
    Wu, Teng
    Qin, Jie
    MINE WATER AND THE ENVIRONMENT, 2018, 37 (02) : 272 - 280
  • [5] Modeling flood and breach evolution of the landslide dam due to overtopping
    Zhang, Fei
    Jia, Shilin
    Zhou, Xingbo
    Wang, Lin
    Zhu, Yuming
    JOURNAL OF HYDROLOGY, 2025, 647
  • [6] 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
    FRONTIERS IN EARTH SCIENCE, 2021, 9
  • [7] Analysis of landslide dam failure caused by overtopping
    Do, Xuan Khanh
    Kim, Minseok
    Nguyen, H. P. Thao
    Jung, Kwansue
    12TH INTERNATIONAL CONFERENCE ON HYDROINFORMATICS (HIC 2016) - SMART WATER FOR THE FUTURE, 2016, 154 : 990 - 994
  • [8] A case study of the Tangjiashan landslide dam-break
    Wang Bo
    Zhang Ting
    Zhou Qin
    Wu Chao
    Chen Yun-liang
    Wu Ping
    JOURNAL OF HYDRODYNAMICS, 2015, 27 (02) : 223 - 233
  • [10] EXPERIMENTAL STUDY OF LANDSLIDE DAM-BREAK FLOOD OVER ERODIBLE BED IN OPEN CHANNELS
    Yan Jun
    Cao Zhi-xian
    Liu Huai-han
    Chen Li
    JOURNAL OF HYDRODYNAMICS, 2009, 21 (01) : 124 - 130