Numerical calculation of submerged hydraulic jumps

被引:39
|
作者
Ma, F [1 ]
Hou, Y
Prinos, P
机构
[1] N China Inst Water Conservancy & Hydroelect Power, Dept Hydraul Engn, Zhengzhou 450045, Peoples R China
[2] Zhongshan Univ, Coll Geog, Guangzhou 510275, Peoples R China
[3] Aristotelian Univ Thessaloniki, Dept Civil Engn, Hydraul Lab, GR-54006 Thessaloniki, Greece
关键词
D O I
10.1080/00221686.2001.9628274
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The turbulence characteristics of submerged hydraulic jumps have been investigated numerically by means of the standard kappa-epsilon turbulence model. The concept of a fractional volume of fluid (VOF) is employed to track the moving free surface. Numerical predictions include surface profiles, hydrodynamic pressures, mean velocities, turbulence intensities and shear stresses, maximum horizontal velocities and friction coefficients along the channel bed. Computational results are presented for Froude numbers ranging from 3.2 to 8.2 and submergence factors ranging from 0.24 to 0.85. The results are compared with available experimental data. They provide insights into both the macroscopic structure and the turbulent structure of submerged hydraulic jumps.
引用
收藏
页码:493 / 503
页数:11
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