Modeling Study of Free Overfall in a Rectangular Channel with Strip Roughness-Reference-Cited by-同舟云学术

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Modeling Study of Free Overfall in a Rectangular Channel with Strip Roughness

Published:2008-05 Issue:5 Volume:134 Page:664-667
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Guo Yakun¹²³⁴,Zhang Lixiang¹²³⁴,Shen Yongming¹²³⁴,Zhang Jisheng¹²³⁴

Affiliation:

1. Senior Lecturer, Dept. of Engineering, Univ. of Aberdeen, Aberdeen AB24 3UE, U.K. (corresponding author).

2. Professor, Dept. of Engineering Mechanics, Kunming Univ. of Science and Technology, Kunming 650051, Yunnan, China.

3. Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116023, China.

4. Ph.D. Student, Dept. of Engineering, Univ. of Aberdeen, Aberdeen AB24 3UE, 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%3A5%28664%29

Reference22 articles.

1. Campbell L. (2005). “Double-averaged open-channel flow over regular rough beds.” Ph.D. thesis Univ. of Aberdeen Aberdeen U.K.

2. On two-dimensional inviscid flow in a waterfall

3. Flow Measurement in Sloping Channels with Rectangular Free Overfall

4. Influence of slope and roughness on the overfall;Delleur J. W.;J. Hydr. Div.,1956

5. FREE OVERFALL IN ROUGH RECTANGULAR CHANNELS: A COMPUTATIONAL APPROACH.

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