Lateral Depth-Averaged Velocity Distributions and Bed Shear in Rectangular Compound Channels-Reference-Cited by-同舟云学术

Lateral Depth-Averaged Velocity Distributions and Bed Shear in Rectangular Compound Channels

Published:2008-09 Issue:9 Volume:134 Page:1337-1342
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Tang Xiaonan¹²,Knight Donald W.¹²

Affiliation:

1. Research Fellow, Univ. of Birmingham, Edgbaston, Birmingham B15 2TT, U.K.

2. Professor of Water Engineering, Univ. of Birmingham, Edgbaston, Birmingham B15 2TT, 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%282008%29134%3A9%281337%29

Reference18 articles.

1. Abril J. B. and Knight D. W. (2004a). “Stabilising the Paute River in Ecuador.” Civil Engineering Proc. of the Institute of Civil Engineers February London 32–38.

2. Stage-discharge prediction for rivers in flood applying a depth-averaged model

3. Atabay S. (2001). “Stage-discharge resistance and sediment transport relationships for flow in straight compound channels.” Ph.D. thesis Univ. of Birmingham U.K.

4. Models for the Turbulent Diffusion Terms of Shallow Water Equations

5. Two-Dimensional Solution for Straight and Meandering Overbank Flows

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