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    Discussion of “Back Analysis of the Draining Process of the Tangjiashan Barrier Lake” by Zuyu Chen, Liqiu Ma, Shu Yu, Shujing Chen, Xingbo Zhou, Ping Sun, and Xu Li 

    Source: Journal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 006
    Author(s): Qiming Zhong; Weiming Wu
    Publisher: American Society of Civil Engineers
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    Failure of Concrete-Face Sand-Gravel Dam Due to Water Flow Overtops 

    Source: Journal of Performance of Constructed Facilities:;2019:;Volume ( 033 ):;issue: 002
    Author(s): Qiming Zhong; Shengshui Chen; Zhongzhi Fu
    Publisher: American Society of Civil Engineers
    Abstract: Based on field investigations and model tests on Gouhou concrete-face sand-gravel dam (CFSGD) breach case, a simplified numerical model for CFSGD breach was developed. The two major highlights of the model are the adoption ...
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    New Empirical Model for Breaching of Earth-Rock Dams 

    Source: Natural Hazards Review:;2020:;Volume ( 021 ):;issue: 002
    Author(s): Qiming Zhong; Shengshui Chen; Zhongzhi Fu; Yibo Shan
    Publisher: ASCE
    Abstract: Empirical models are widely used in dam risk analysis because they can estimate the dam breach parameters easily, which enables a quantitative analysis of the breach process to be conducted. In this study, by applying a ...
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    Numerical Modeling of Overtopping-Induced Breach of Landslide Dams 

    Source: Natural Hazards Review:;2020:;Volume ( 021 ):;issue: 002
    Author(s): Guangze Shen; Jinbao Sheng; Yan Xiang; Qiming Zhong; Dewei Yang
    Publisher: ASCE
    Abstract: Landslide dams have a high risk of overtopping failure compared to that of artificial dams. In this study, based on dam morphological characteristics, field investigations, and model tests, a numerical calculation method ...
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