Three-Dimensional Simulation Parameters for 90° Open Channel Bend Flows-Reference-Cited by-同舟云学术

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Three-Dimensional Simulation Parameters for 90° Open Channel Bend Flows

Published:2013-05 Issue:3 Volume:27 Page:282-291
ISSN:0887-3801
Container-title:Journal of Computing in Civil Engineering
language:en
Short-container-title:J. Comput. Civ. Eng.

Author:

Ramamurthy A. S.¹,Han S. S.²,Biron P. M.³

Affiliation:

1. Professor, Dept. of Building, Civil, and Environmental Engineering, Concordia Univ., 1455 De Maisonneuve Blvd. W., Montreal, QB, Canada H3G1M8.

2. Postdoctoral Fellow, Dept. of Building, Civil, and Environmental Engineering, Concordia Univ., Montreal, QB, Canada H3G1M8 (corresponding author).

3. Associate Professor, Dept. of Geography, Planning and Environment, Concordia Univ., Montreal, QB, Canada H3G1M8.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Computer Science Applications,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CP.1943-5487.0000209

Reference57 articles.

1. Alpman E. and Long L. N. (2005). “Separated turbulent flow simulations using Reynolds-stress model and unstructured meshes.” Proc. 43rd AIAA Aerospace Sciences Meeting and Exhibit (CD-ROM) AIAA New York 1–14.

2. Secondary flow and shear stress at river bends;Bathurst J. C.;J. Hydraul. Div.,1979

3. Three-Dimensional Numerical Modeling of Mixing at River Confluences

4. Spatial patterns of water surface topography at a river confluence

5. Saturation of curvature-induced secondary flow, energy losses, and turbulence in sharp open-channel bends: Laboratory experiments, analysis, and modeling

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