Turbulent open-channel flow with upward seepage

被引:47
|
作者
Cheng, NS [1 ]
Chiew, YM
机构
[1] Tech Univ Denmark, Dept Hydrodynam & Water Resources, DK-2800 Lyngby, Denmark
[2] Nanyang Technol Univ, Sch Civil & Struct Engn, Singapore 639798, Singapore
关键词
D O I
10.1080/00221689809498627
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Measurements of turbulent open-channel flow subjected to an upward bed seepage were performed in a laboratory flume using a two-dimensional Acoustic Doppler Velocimeter and a minipropeller. The experimental results show that the boundary seepage affects the time-mean streamwise velocity, the rms values of the velocity fluctuations, the Reynolds shear stress and the bed shear stress in open-channel flow. Along the seepage zone, the mean streamwise velocity increases much more in the surface layer than that in the near-bed region, whereas the turbulent intensities and Reynolds shear stress increase significantly in the near-bed region. The bed shear stress that was computed using the momentum integral equation shows a steady reduction with increasing upward seepage velocity.
引用
收藏
页码:415 / 431
页数:17
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