Experimental and Numerical Study of the Effect of Zigzag Crests with Various Geometries on the Performance of A-type Piano Key Weirs
Author:
Publisher
Springer Science and Business Media LLC
Subject
Water Science and Technology,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11269-022-03261-7.pdf
Reference19 articles.
1. Abhash A, Pandey KK (2021) Numerical study of discharge-head relationship of piano key weirs for low heads. Water Resour 48:235–244. https://doi.org/10.1134/S0097807821020020
2. Anderson RM, Tullis BP (2013) Piano key weir hydraulics and labyrinth weir comparison. J Irrig Drain Eng 139:246–253. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000530
3. Anderson RM, Tullis BP (2012) Piano key weir: Reservoir versus channel application. J Irrig Drain Eng 138:773–776. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000464
4. Bos MG (1976) Discharge measurement structures. ILRI Publ 20, WL Publ 161
5. Bremer FL, Oertel M (2018) Numerical uncertainty of piano key weir discharge coefficient estimations by means of 3D CFD modelling - A preliminary study. IAHR Int Symp Hydraul Struct ISHS 482–488. https://doi.org/10.15142/T39W7R
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