Three-Dimensional Numerical Study of Flows in Open-Channel Junctions-Reference-Cited by-同舟云学术

Three-Dimensional Numerical Study of Flows in Open-Channel Junctions

Published:2002-03 Issue:3 Volume:128 Page:268-280
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Huang Jianchun¹,Weber Larry J.²,Lai Yong G.³

Affiliation:

1. Research Assistant, Iowa Institute of Hydraulic Research, Univ. of Iowa, Iowa City, IA 52242.

2. Assistant Professor, Iowa Institute of Hydraulic Research, Univ. of Iowa, Iowa City, IA 52242.

3. Associate Research Engineer, Iowa Institute of Hydraulic Research, Univ. of Iowa, Iowa City, IA 52242.

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%282002%29128%3A3%28268%29

Reference21 articles.

1. Separation Zone at Open‐Channel Junctions

2. Effects of Bed Discordance on Flow Dynamics at Open Channel Confluences

3. Second-Order Closure Study of Open-Channel Flows

4. Demuren A. O. (1991). “Development of a mathematical model for sediment transport in meandering rivers.” Rep. No. 693 Dept. of Mechanical Engineering and Mechanics Old Dominion Univ.

5. A numerical model for flow in meandering channels with natural bed topography

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