CFD Simulations and Analyses for Bridge-Scour Development Using a Dynamic-Mesh Updating Technique

Author:

Xiong Wen1,Cai C. S.2,Kong Bo3,Kong Xuan4

Affiliation:

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

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

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

4. Former Student, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70803; and Researcher, SBM Atlantia Offshore, Inc., Houston, TX 77077.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Computer Science Applications,Civil and Structural Engineering

Reference34 articles.

1. Sediment transport: New approach and analysis;Ackers P.;J. Hydraul. Div.,1973

2. Experimental Investigation of Clear-Water Local Scour at Pile Groups

3. Evaluation of Abutment Scour Prediction Equations with Field Data

4. Bredberg J. (2000). “On the wall boundary condition for turbulence models.” Internal Rep. 00/4 Dept. of Thermo and Fluid Dynamics Chalmers Univ. of Technology Gothenburg Sweden.

5. Bredberg J. Peng S-H. and Davidson L. (2000). “On the wall boundary condition for computing heat transfer with K-epsilon models.” J. H. Kim ed. HTD-Vol. 366-5 ASME Heat Transfer Div. Orlando FL 243–250.

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