Process-Based Design Method for Pier Local Scour Depth under Clear-Water Condition-Reference-Cited by-同舟云学术

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Process-Based Design Method for Pier Local Scour Depth under Clear-Water Condition

Published:2023-12 Issue:12 Volume:149 Page:
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Tang Hongwu¹,Liu Quanshuai²^ORCID,Zhou Jian³,Guan Dawei³,Yuan Saiyu³,Tang Limo³,Zhang Huiming⁴

Affiliation:

1. Professor, State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai Univ., Nanjing, Jiangsu 210098, PR China (corresponding author).

2. Assistant Researcher, Institute of Water Science and Technology, Hohai Univ., Nanjing, Jiangsu 210098, PR China. ORCID: .

3. Professor, State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai Univ., Nanjing, Jiangsu 210098, PR China.

4. Assistant Researcher, Key Laboratory of Hydrologic-Cycle and Hydrodynamic-System of Ministry of Water Resources, Hohai Univ., Nanjing, Jiangsu 210098, PR China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/JHEND8.HYENG-13371

Reference39 articles.

1. Study of the time-dependent clear water scour around circular bridge piers

2. Constriction Effects in Clear-Water Scour at Abutments

3. Local scour at abutments: A review

4. SRICOS: Prediction of Scour Rate in Cohesive Soils at Bridge Piers

5. Diab R. M. A. E. 2011. “Experimental investigation on scouring around piers of different shape and alignment in gravel.” Ph. D. thesis Dept. of Civil Engineering and Geodesy Darmstadt Univ. of Technology.

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