Comparison of Hydraulic Performance of Triangular Side Weirs with a Focus on the Overhang Type
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-023-1475-0.pdf
Reference36 articles.
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2. Alizadeh Sanami F, Afshar MH, Saneie M (2021) Experimental study on the discharge coefficient of triangular piano key weir. Journal of Irrigation and Drainage Engineering 71(2):333–348, DOI: https://doi.org/10.1002/ird.2652
3. Anderson RM, Tullis BP (2013) Piano key hydraulics and labyrinth weir comparisons. Journal of Irrigation and Drainage Engineering 139(3):246–253, DOI: https://doi.org/10.1061/(ASCE)IR.1943-4774.0000530
4. Aydin MC, Emiroglu ME (2013) Determination of capacity of labyrinth side weir by CFD. Flow Measurement and Instrumentation 29:1–8, DOI: https://doi.org/10.1016/j.flowmeasinst.2012.09.008
5. Bagheri S, Heidarpour M (2012) Characteristics of flow over rectangular sharp-crested side weirs. Journal of Irrigation and Drainage Engineering 138(6):541–547, DOI: https://doi.org/10.1061/(ASCE)IR.1943-4774.0000433
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