Reattachment Length of Flow at the Lee Side of a Vertical Spur Dike in an Open Channel-Reference-Cited by-同舟云学术

Reattachment Length of Flow at the Lee Side of a Vertical Spur Dike in an Open Channel

Published:2024-09 Issue:5 Volume:150 Page:
ISSN:0733-950X
Container-title:Journal of Waterway, Port, Coastal, and Ocean Engineering
language:en
Short-container-title:J. Waterway, Port, Coastal, Ocean Eng.

Author:

Aung HtayHtay¹^ORCID,Zhang Minxi²,Oliveto Giuseppe³^ORCID,Onorati Beniamino⁴^ORCID,Yu Guoliang⁵^ORCID

Affiliation:

1. Ph.D. Student, MOE Key Lab of Marine Intelligent Equipment and System, SKLOE, School of OCE, Shanghai Jiao Tong Univ., Shanghai 200240, China. ORCID: .

2. Associate Researcher, MOE Key Lab of Marine Intelligent Equipment and System, SKLOE, School of OCE, Shanghai Jiao Tong Univ., Shanghai 200240, China.

3. Associate Professor, School of Engineering, Univ. of Basilicata, Potenza I-85100, Italy. ORCID: .

4. Research Engineer, School of Engineering, Univ. of Basilicata, Potenza I-85100, Italy. ORCID: .

5. Professor, MOE Key Lab of Marine Intelligent Equipment and System, SKLOE, School of OCE, Shanghai Jiao Tong Univ., Shanghai 200240, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JWPED5.WWENG-2099

Reference46 articles.

1. Abdollahpour, M., P. Gualtieri, D. F. Vetsch, and C. Gualtieri. 2022. “Influence of a rigid cylinder on flow structure over a backward-facing step.” In Proc., 39th Int. Association for Hydro-Environment Engineering and Research World Congress, edited by M. Ortega-Sánchez, 3989–3998. Beijing: International Association for Hydro-Environment Engineering and Research.

2. Numerical study of flow downstream a step with a cylinder Part 1: Validation of the numerical simulations;Abdollahpour M.;Fluids,2023

3. Numerical simulation of turbulence and flow velocity distribution around the spur dike using FLUENT;Barnjani S. H.;J. Civ. Eng. Mater. Appl.,2017

4. On Physically Similar Systems; Illustrations of the Use of Dimensional Equations

5. Effects of flow intensity, obstacle alignment and cross-section geometry on scour at bridge abutments;Cardoso A. H.;Int. J. Sediment Res.,2002