Numerical Modeling of Three-Dimensional Flow Field Around Circular Piers-Reference-Cited by-同舟云学术

Numerical Modeling of Three-Dimensional Flow Field Around Circular Piers

Published:2004-02 Issue:2 Volume:130 Page:91-100
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Salaheldin Tarek M.¹,Imran Jasim²,Chaudhry M. Hanif³

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of South Carolina, 300 Main St., Columbia, SC 29208.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of South Carolina, 300 Main St., Columbia, SC 29208.

3. Mr. and Mrs. Irwin B. Kahn Professor and Chairman, Dept. of Civil and Environmental Engineering, Univ. of South Carolina, 300 Main St., Columbia, SC 29208.

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%282004%29130%3A2%2891%29

Reference31 articles.

1. Ahmed F. (1995). “Flow and erosion around bridge piers.” PhD dissertation Dept. of Civil Engineering Univ. of Alberta Edmonton Alta. Canada.

2. Flow around Bridge Piers

3. Ali K. H. M. Karim O. A. and Connor B. A. (1997). “Flow patterns around bridge piers and offshore structures.” Proc. ASCE Water Resources Engineering Conf. San Francisco August 10–15 208–213.

4. Local Scour Around Cylindrical Piers

5. Dargahi B. (1987). “Flow field and local scouring around a pier.” Bulletin No. TRITA-VBI-137 Hydraulic Laboratory Royal Institute of Technology Stockholm Sweden.

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