EXPERIMENTAL STUDY OF LANDSLIDE DAM-BREAK FLOOD OVER ERODIBLE BED IN OPEN CHANNELS

被引:28
作者
Yan Jun [1 ]
Cao Zhi-xian [1 ]
Liu Huai-han [2 ]
Chen Li [1 ]
机构
[1] Wuhan Univ, State Key Lab Water Resources & Hydropower Engn, Wuhan 430072, Peoples R China
[2] Changjiang Waterway Inst Planning Design & Res, Wuhan 430011, Peoples R China
基金
中国国家自然科学基金;
关键词
landslide dam; dam-break; sediment transport;
D O I
10.1016/S1001-6058(08)60127-4
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Large-scale landslide dams may block the river flow and cause inundation upstream, and Subsequently fail and result in severe flooding and damage in the downstream. The need for enhanced understanding of the inundation and flooding is evident. This article presents an experimental study of the inundation and landslide dam-break flooding over erodible bed in open channels. A set of automatic water-level probes is deployed to record the highly transient stage, and the post-flooding channel bed elevation is measured. New experimental data resources are provided for understanding the processes of landslide-induced flooding and for testing, mathematical rivers models.
引用
收藏
页码:124 / 130
页数:7
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