An approach to quick and easy evaluation of the dam breach flood

被引:0
|
作者
CHEN ZuYu [1 ,2 ,3 ]
PING ZiYi [1 ,2 ]
WANG NaiXin [3 ]
YU Shu [3 ]
CHEN ShuJing [4 ]
机构
[1] Institute of Geotechnical Engineering, Zhejiang University
[2] State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research
[3] Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education, Zhejiang University
[4] Department of Engineering Training, National Academy for Mayors of China
基金
中国国家自然科学基金;
关键词
dam breach flood; breach lateral enlargement; hyperbolic relationship;
D O I
暂无
中图分类号
TV122.4 [];
学科分类号
081501 ;
摘要
In the context of an impending dam failure, quick evaluation of dam breach flood is necessary. Previous studies provided an approach to calculate the dam breach hydrograph using an Excel spreadsheet based on the improved soil erosion model and numerical algorithm. However, calculation of the breach lateral enlargement requires the modeling of the successive collapse of the breach banks. It is time-consuming with special training, which is difficult to provide during an emergency. This study proposes that the lateral enlargement process can be modeled using a hyperbolic relationship with sufficient accuracy. Consequently, field engineers can perform the dam breach analysis along with the sensitive study for a target case within 1 h in an Excel spreadsheet which is self-tutorial. This paper presents this easy and quick approach based on only fifteen input parameters that can be determined based on the experience. This approach can also be used for the preliminary study when a dam safety planning work is undertaken.
引用
收藏
页码:1773 / 1782
页数:10
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