Experimental comparison of flow pattern around convergent-vertical and divergent-vertical pier groups located in a 180 degree sharp bend with streamwise direction-Reference-Cited by-同舟云学术

Experimental comparison of flow pattern around convergent-vertical and divergent-vertical pier groups located in a 180 degree sharp bend with streamwise direction

Published:2023-03-27 Issue:sup1 Volume:29 Page:163-176
ISSN:0971-5010
Container-title:ISH Journal of Hydraulic Engineering
language:en
Short-container-title:ISH Journal of Hydraulic Engineering

Author:

Vaghefi M.¹^ORCID,Ben Mohammad Khajeh Sh.¹

Affiliation:

1. Department of Civil Engineering, Persian Gulf University, Bushehr, Iran

Publisher

Informa UK Limited

Subject

Fluid Flow and Transfer Processes,Water Science and Technology,Civil and Structural Engineering,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/09715010.2023.2194853

Reference41 articles.

1. Experimental and numerical comparison of flow and scour patterns around a single and triple bridge piers located at a 180-degree sharp bend;Asadollahi M.;Sci. Iran.,2021

2. Vortex flow field in a scour hole around abutments;Barbhuiya A.K.;Int. J. Sediment Res.,2003

3. Investigation of abutment effect on scouring around inclined pier at a bend

4. The scour pattern around an inclined cylindrical pier in a sharp 180-degree bend: an experimental study

5. Turbulence structure in sharp open-channel bends

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1. Experimental analysis of submerged vanes' configuration for mitigating local scour at piers in a sharp bend: Influence of quantity, length, and orientation;Ocean Engineering;2023-12

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