Effects of Vanes and W-Weir on Sediment Transport in Meandering Channels-Reference-Cited by-同舟云学术

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Effects of Vanes and W-Weir on Sediment Transport in Meandering Channels

Published:2009-05 Issue:5 Volume:135 Page:339-349
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Bhuiyan Faruk¹²³,Hey Richard D.¹²³,Wormleaton Peter R.¹²³

Affiliation:

1. Associate Professor, Dept. of Water Resources Engineering, Bangladesh Univ. of Engineering and Technology, Dhaka 1000, Bangladesh.

2. Professor, School of Geography, Earth and Environmental Sciences, Univ. of Birmingham, Edgbaston, Birmingham B15 2TT, U.K.

3. Senior Lecturer, Dept. of Engineering, Queen Mary, Univ. of London, Mile End Rd., London E1 4NS, U.K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9429%282009%29135%3A5%28339%29

Reference57 articles.

1. Sediment and Aquatic Habitat in River Systems

2. Secondary flow and shear stress at river bends;Bathurst J. C.;J. Hydr. Div.,1979

3. Computation of three-dimensional flow field created by weir-type structures;Bhuiyan A. B. M. F.;J. Eng. Appl. Comp. Fluid Mech.,2007

4. Hydraulic Evaluation of W-Weir for River Restoration

5. Mean Flow and Turbulence in Open-Channel Bend

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