Experimental Study on the Hydraulic Performance of Porous Broad-Crested Weirs with Sloping Crests
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s11269-024-03887-9.pdf
Reference27 articles.
1. Abhash A, Pandey KK (2021) Experimental and Numerical Study of Discharge Capacity and Sediment Profile Upstream of Piano Key Weirs with different plan geometries. Water Resour Manag 35:1529–1546. https://doi.org/10.1007/s11269-021-02800-y
2. Azimi AH, Rajaratnam N, Zhu DZ (2014) Submerged flows over Rectangular Weirs of Finite Crest Length. J Irrig Drain Eng 140. https://doi.org/10.1061/(asce)ir.1943-4774.0000728
3. Azma A, Tavakol Sadrabadi M, Liu Y et al (2023) Boosting ensembles for estimation of discharge coefficient and through flow discharge in broad-crested gabion weirs. Appl Water Sci 13:1–16. https://doi.org/10.1007/s13201-022-01841-x
4. Behroozi AM, Vaghefi M (2022) Experimental and Numerical Study of the Effect of Zigzag crests with various geometries on the performance of A-type piano Key Weirs. Water Resour Manag 36:4517–4533. https://doi.org/10.1007/s11269-022-03261-7
5. Biabani R, Salmasi F, Nouri M, Abraham J (2022) Flow over embankment gabion weirs in free flow conditions. J Hydro-environment Res 44:65–76
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