Experiments of dam-break wave over a triangular bottom sill

被引:84
|
作者
Soares-Frazao, S. [1 ]
机构
[1] Catholic Univ Louvain, Fonds Natl Rech Sci, B-1348 Louvain, Belgium
[2] Catholic Univ Louvain, Dept Civil & Environm Engn, B-1348 Louvain, Belgium
关键词
dam-break flow; experiments; obstacle; bottom sill;
D O I
10.1080/00221686.2007.9521829
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The IMPACT project addressed the assessment and reduction of risks from extreme flooding caused by natural events or the failure of dams and flood defence structures. It was funded by the European Commission (EC), started in November 2001 and lasted for 3 years. This paper presents a dam-break flow experiment in a channel with a triangular bottom sill (the bump), that was part of the IMPACT benchmarking programme (WP3: flood propagation). This test case highlights some key issues linked to the propagation of dam-break waves on dry bed in the presence of a bed slope. Two types of measurement devices were used to obtain the evolution of the water depth. First, three water level gauges were used to obtain the time evolution of the water level at three different locations around the bump. Then, using high speed digital cameras, the flow was filmed through the glassy walls of the channel, resulting in a continuous experimental surface profile by combining the images acquired at different locations along the channel. An automated procedure was designed to measure the water depth from the digital images. This procedure has been successfully validated by comparison with the gauge records. Finally, all those measurements form a data set that can be used for the validation of numerical models.
引用
收藏
页码:19 / 26
页数:8
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