Numerical and Experimental Study of Dividing Open-Channel Flows-Reference-Cited by-同舟云学术

Numerical and Experimental Study of Dividing Open-Channel Flows

Published:2007-10 Issue:10 Volume:133 Page:1135-1144
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Ramamurthy A. S.¹²³,Qu Junying¹²³,Vo Diep¹²³

Affiliation:

1. Professor, Dept. of Civil Engineering, Concordia Univ., 1455 de Maisonneuve W., Montreal, Quebec, Canada H3G 1M8. E-mail: ram@civil.concordia.ca

2. Hydraulic Engineer, KGS Consulting Group, Winnipeg, Manitoba, Canada.

3. Research Associate, Concordia Univ., Montreal, Canada.

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%282007%29133%3A10%281135%29

Reference23 articles.

1. Computational Methods for Fluid Dynamics

2. Grace J. L. and Priest M. S. (1958). “Division of flow in open channel junctions.” Bulletin No. 31 Engineering Experimental Station Alabama Polytechnic Institute Auburn Ala.

3. Hager W. H. (1984). “An approximate treatment of flow in branches and bends.” Proc. Instn. Mech Engrs. 198C(4) 63–69.

4. Discussion of “ Dividing Flow in Open Channels ” by Amruthur S. Ramamurthy, Duc Minh Tran, and Luis B. Carballada (March, 1990, Vol. 116, No. 3)

5. Subcritical 90° Equal-Width Open-Channel Dividing Flow

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