OPEN CHANNEL SURGES AND ROLL WAVES FROM MOMENTUM PRINCIPLE

被引:0
|
作者
VIDE, JPM
机构
[1] Technical Univ of Catalunya, Barcelona, Spain
关键词
Flow of water;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The classification of rapidly varied unsteady flow is reviewed from continuity and momentum equations. Non-dimensional equations are proposed for analysing the combinations of sub- or supercritical regimes in the up- and downstream flow in a surge. A continuous profile or an alternative surge combination is found when Fr > 2. It is shown that a simpler approach of the roll wave phenomenon can be obtained from a finite momentum equation.
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页码:183 / 196
页数:14
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