Three-Dimensional Numerical Simulation and Analysis of Flows around a Submerged Weir in a Channel Bendway

Author:

Jia Yafei12345,Scott Steve12345,Xu Yichun12345,Huang Suiliang12345,Wang Sam S.12345

Affiliation:

1. Research Associate Professor, National Center for Computational Hydroscience and Engineering, The Univ. of Mississippi, University, MS 38677.

2. U.S. Army Corps of Engineers, Engineering Research and Development Center, Coastal and Hydraulic Laboratory, Vicksburg, MS.

3. Research Scientist, National Center for Computational Hydroscience and Engineering, The Univ. of Mississippi, University, MS 38677.

4. Visiting Research Associate, National Center for Computational Hydroscience and Engineering, The Univ. of Mississippi, MS 38677.

5. Frederick A.P. Barnard Professor, Director, National Center for Computational Hydroscience and Engineering, The Univ. of Mississippi, University, MS 38677.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference33 articles.

1. Secondary flow and shear stress at river bends;Bathurst J. C.;J. Hydraul. Div., Am. Soc. Civ. Eng.,1979

2. Bhuiyan F. and Hey R. D. (2001). “Instream J-vane for bank protection and river restoration.” Proc. XXIX IAHR Congress Beijing Theme D Vol. II 161–166.

3. Bhuiyan F. and Olsen N. R. B. (2002). “Three-dimensional numerical modeling of flow and scour around spur-dikes.” Proc. 5th Int. Conf. on Hydroinformatics Cardiff U.K. 70–75.

4. Booij R. (2003). “Modeling the flow in curved tidal channels and rivers.” Proc. Int. Conf. on Estuaries and Coasts Hangzhou China 786–794.

5. De Vriend D. J. (1979). “Flow measurements in a curved rectangular channel.” Internal Rep. No. 9-79 Laboratory of Fluid Mechanics Dept. of Civil Engineering Delft Univ. of Technology Delft The Netherlands.

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