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Reynolds Stress in Open Channel Flow with Upward Seepage
Authors:Subhasish Dey  Nian-Sheng Cheng
Affiliation:1Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology, Kharagpur 721302, West Bengal, India. E-mail: sdey@civil.iitkgp.ernet.in
2Assistant Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., Nanyang Ave., Singapore 639798. E-mail: cnscheng@ntu.edu.sg
Abstract:Nonuniform-unsteady flow in open channels with streamwise sloping beds having uniform upward seepage is theoretically analyzed. Expressions for the Reynolds stress and bed shear stress are developed, assuming a modified logarithmic law of velocity profile due to upward seepage, and using the Reynolds and continuity equations of two-dimensional open channel flow. The computed Reynolds stress profiles are in agreement with the experimental data.
Keywords:Reynolds stress  Shear stress  Open channel flow  Streamflow  Nonuniform flow  Unsteady flow  Seepage  Hydraulics  
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