Velocity Distribution and Dip-Phenomenon in Smooth Uniform Open Channel Flows

Author:

Yang Shu-Qing1,Tan Soon-Keat2,Lim Siow-Yong3

Affiliation:

1. Principal Research Scientist, Maritime Research Center, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore 639798. E-mail: csqyang@ntu.edu.sg

2. Associate Professor and Director of Maritime Research Center, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore 639798. E-mail: ctansk@ntu.edu.sg

3. Associate Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore 639798. E-mail: csylim@ntu.edu.sg

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference36 articles.

1. Uniform flow in a smooth open channel

2. VELOCITY PROFILES WITH SUSPENDED SEDIMENT

3. The law of the wake in the turbulent boundary layer

4. Formulas for the transportation of bed load;Einstein H. A.;Trans. Am. Soc. Civ. Eng.,1942

5. Henderson F.M. (1966). Open-channel flow Macmillan New York.

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