Analytical Study of Scour Mechanism Around Immersed Rectangular Vane Structures
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Publisher
Springer Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-16-4629-4_49
Reference30 articles.
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3. Pandey M, Sharma PK, Ahmad Z, Karna N (2017) Maximum scour depth around bridge pier in gravel bed streams. Nat Haz 91(2):819–836
4. Barbhuiya AK, Dey S (2004) Local scour at abutments: a review. Sadhana 29:449–476
5. Das S, Mazumdar A (2018) Evaluation of Hydrodynamic Consequences for Horseshoe Vortex System developing around two eccentrically arranged Identical Piers of Diverse Shapes. KSCE J. Civil Eng. 22(7):2300–2314
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1. Effect of repositioned submerged vanes on local scour variations around a pier in a bend: experimental investigation;International Journal of Environmental Science and Technology;2023-06-13
2. Variation of Clearwater Scouring Geometry at Isolated Structures Obliging in Sediment Shifting;Sustainable Environmental Engineering and Sciences;2023
3. Flow Kinematics Around Two Submerged Inline Eccentric Rectangular Vanes Under Clearwater Scouring;Sustainable Environmental Engineering and Sciences;2023
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