Screen-type energy dissipator for hydraulic structures

被引:26
作者
Rajaratnam, N [1 ]
Hurtig, KI [1 ]
机构
[1] Univ Alberta, Dept Civil & Environm Engn, Edmonton, AB T6G 2G7, Canada
来源
JOURNAL OF HYDRAULIC ENGINEERING-ASCE | 2000年 / 126卷 / 04期
关键词
Energy dissipation - Energy dissipators - Froude number - Hydraulic structures;
D O I
10.1061/(ASCE)0733-9429(2000)126:4(310)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Laboratory experiments have shown that screens or porous baffles with a porosity of about 40% could be used as effective energy dissipators below small hydraulic structures, either in a single wall or a double wall mode. The experiments were carried out for a range of supercritical Froude numbers F-1 from about 4 to 13, and the relative energy dissipation was appreciably larger than that produced by the corresponding classical hydraulic jumps. These screens or porous baffles produced free hydraulic jumps, forced hydraulic jumps, and in some cases submerged jumps. The flow leaving these screens was found to be supercritical with a Froude number approximately equal to 1.65 and a tailwater depth equal to 0.28 times the subcritical sequent depth y(2). of the classical hydraulic jump with the same F-1. To produce a secondary jump downstream of the screens, the tailwater depth needed was found to be about one half of y(2*).
引用
收藏
页码:310 / 312
页数:3
相关论文
共 5 条
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PETERKA AJ, 1963, ENGRG MONOGRAPH, V25
[2]  
RAJARATNAM N, 1977, J HYDR ENG DIV-ASCE, V103, P345
[3]  
Rajaratnam N., 1976, TURBULENT JETS
[4]  
Rajaratnam N., 1967, Hydraulic Jumps, DOI [DOI 10.1016/B978-1-4831-9935-1.50011-2, 10.1016/b978-1-4831-9935-1.50011-2]
[5]  
Rajaratnam N., 1967, J. Irrig. Drain. Div., V93, P167, DOI DOI 10.1061/JRCEA4.0000503