Scour pattern around a pier in a 180° sharp bend: influence of pier shape under unsteady currents
Author:
Affiliation:
1. Department of Civil Engineering, Persian Gulf University, Bushehr, Iran
2. Department of Mechanical and Aeronautical Engineering, Clarkson University, Potsdam, NY, USA
Publisher
Informa UK Limited
Subject
Water Science and Technology
Link
https://www.tandfonline.com/doi/pdf/10.1080/02626667.2023.2236089
Reference31 articles.
1. Experimental and Numerical Investigation of Bed-Load Transport under Unsteady Flows
2. Influence of unsteady flow hydrograph shape on local scouring around bridge pier
3. Experimental study of the effect of the length-to-width ratio and skewness angles of the pier installed at the bend on scour pattern
4. Effects of increasing the width of collar on reduction of scouring surrounding the rectangular piers in a 180-degree bend
Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Scouring and bed morphology dynamics in a sharp bend with collared pier under unsteady flow;Hydrological Sciences Journal;2024-09-04
2. Scour variations around pier groups at a sharp bend with triad vanes;Results in Engineering;2024-09
3. Experimental Study: Effects of Pier Position and Critical Velocity Ratio on Scour Pattern in Two Consecutive Bends Under Clear Water Condition;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2024-04-17
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