Computational Simulation of Live-Bed Bridge Scour Considering Suspended Sediment Loads

Author:

Xiong Wen1,Tang Pingbo2,Kong Bo3,Cai C. S.4

Affiliation:

1. Associate Professor, Dept. of Bridge Engineering, School of Transportation, Southeast Univ., Nanjing 210096, China (corresponding author).

2. Assistant Professor, School of Sustainable Engineering and the Built Environment, Arizona State Univ., Tempe, AZ 85281.

3. Researcher, Technip USA, Inc., 11740 Katy Freeway, Houston, TX 77079; formerly, Student, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70803.

4. Professor, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70803.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Computer Science Applications,Civil and Structural Engineering

Reference41 articles.

1. ANSYS Fluent [Computer software]. ANSYS Canonsburg PA.

2. Benedict S. T. Abrahamsen T. A. and Caldwell A. W. (2007). “Collection of historic live-bed scour data at selected bridges in South Carolina using ground-penetrating radar.” World Environmental and Water Resources Congress 2007 ASCE Reston VA.

3. Bihs H. and Olsen N. R. B. (2008). “Three dimensional numerical modeling of secondary flows in channels with longitudinal bedforms.” River Flow 2008: Proc. Int. Conf. on Fluvial Hydraulics Vol. 1 International Association of Hydro-Environment Engineering and Research Madrid Spain 179–183.

4. Fundamentals of Multiphase Flow

5. Modeling Suspended Sediment Transport in Nonequilibrium Situations

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