Collars for Scour Reduction Around Different Shapes of Bridge Piers in a 180° Sharp Bend
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s40999-024-00994-x.pdf
Reference45 articles.
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2. Moreno M, Maia R, Couto L (2015) Effects of relative column width and pile-cap elevation on local scour depth around complex piers. J Hydraul Eng 142:04015051. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001080
3. Ismael A, Gunal M, Hussein H (2015) Effect of bridge pier position on scour reduction according to flow direction. Arab J Sci Eng 40:1579–1590. https://doi.org/10.1007/s13369-015-1625-x
4. Wang H, Tang H, Liu Q, Wang Y (2016) Local scouring around twin bridge piers in open-channel flows. J Hydraul Eng 142:06016008. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001154
5. Yagci O, Yildirim I, Celik MF, Kitsikoudis V, Duran Z, Kirca VO (2017) Clear water scour around a finite array of cylinders. Appl Ocean Res 68:114–129. https://doi.org/10.1016/j.apor.2017.08.014
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1. Scouring and bed morphology dynamics in a sharp bend with collared pier under unsteady flow;Hydrological Sciences Journal;2024-09-04
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3. The influence of collar parameters on local scour mechanism around the circular pier at the bend;Applied Water Science;2024-08-12
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