Interaction between Pier Scour and Other Components of Scour under Clear-Water Conditions-Reference-Cited by-同舟云学术

Interaction between Pier Scour and Other Components of Scour under Clear-Water Conditions

Published:2024-09 Issue:5 Volume:150 Page:
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Abid Irfan¹,Sturm Terry W.²^ORCID,Melville Bruce W.³^ORCID,Ho Hong Seung⁴^ORCID

Affiliation:

1. Water Resource Engineering and Management, National Univ. of Science and Technology, Islamabad 44000, Pakistan.

2. Professor, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332. ORCID:

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Auckland 1142, New Zealand. ORCID:

4. Associate Professor, Dept. of Civil and Environmental Engineering, Hanyang Univ., Ansan 15588, South Korea (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JHEND8.HYENG-13853

Reference39 articles.

1. Abed L. M. 1991. “Local scour around bridge piers in pressure flow.” Ph.D. thesis Dept. of Civil Engineering Colorado State Univ.

2. Abid I. 2017. “Interaction of pier contraction and abutment scour in clear water scour conditions.” Ph.D. thesis Dept. of Civil and Environmental Engineering Georgia Institute of Technology.

3. Arneson L. A. 1997. “The effect of pressure-flow on local scour in bridge openings.” Ph.D. thesis Dept. of Civil and Environmental Engineering Colorado State Univ.

4. Arneson, L. A., and S. R. Abt. 1999. “Vertical contraction scour at bridges with water flowing under pressure conditions.” In Stream stability and scour at highway bridges, edited by E. V. Richardson and P. F. Lagasse, 189–204. Reston, VA: ASCE.

5. Experimental Investigation of Clear-Water Local Scour of Compound Piers