Experimental Study: Effects of Pier Position and Critical Velocity Ratio on Scour Pattern in Two Consecutive Bends Under Clear Water Condition
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s40996-024-01434-5.pdf
Reference42 articles.
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3. Akib S, Jahangirzadeh A, Basser H (2014) Local scour around complex pier groups and combined piles at semi-integral bridge. J Hydrol Hydromech 62:108
4. Asadollahi M, Vaghefi M, Akbari M (2020) Effect of the position of perpendicular pier groups in a sharp bend on flow and scour patterns: numerical simulation. J Braz Soc Mech Sci 42:422. https://doi.org/10.1007/s40430-020-02503-2
5. Asadollahi M, Vaghefi M, Tabibnejad Motlagh MJ (2021) Experimental and numerical comparison of flow and scour patterns around a single and triple bridge piers located at a 180-degree sharp bend. Sci Iran Trans A 28:1–14. https://doi.org/10.24200/SCI.2019.5637.1391
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