Parametric study for hydraulic design of air-bubble injections to control scour around circular bridge piers
Author:
Affiliation:
1. Department of Civil Engineering, Faculty of Engineering and Technology, Shahid Ashrafi Esfahani University, Isfahan, Iran
2. Department of Water Engineering, Agricultural College, Isfahan University of Technology, Isfahan, 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/10.1080/09715010.2022.2058331
Reference29 articles.
1. Alabi, P.D. (2006). “Time Development of Local Scour at Bridge Pier Fitted with a Collar.” M.S. thesis, University of Saskatchewan, Canada.
2. Reduction of local scour at river confluences using a collar
3. Redistribution of Velocity and Bed-Shear Stress in Straight and Curved Open Channels by Means of a Bubble Screen: Laboratory Experiments
4. Injection Effects on Sediment Transport in Closed-Conduit Flows
5. Scour Reduction by Air Injection: Flow Patterns and Turbulence
Cited by 2 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. Reduction of local scour around a circular bridge pier using the collars and sacrificial piles in non-uniform sediment;Geomorphology;2024-11
2. Countermeasures for local scour around the bridge pier: a review;Acta Geophysica;2024-05-31
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