Nonlinear Regression Analysis Between Discharge and Head for Piano Key Weirs with Increasing Developed Length (L/W) Ratio and Constant Channel Width
Author:
Publisher
Springer International Publishing
Link
https://link.springer.com/content/pdf/10.1007/978-3-030-79400-2_20
Reference15 articles.
1. Anderson RM (2011) Piano key weir head discharge relationships, Utah State University
2. Anderson R, Tullis B (2011). Influence of piano key weir geometry on discharge. In: Proceedings of international conference labyrinth and piano key weirs Liège B
3. Anderson R, Tullis B (2012) Piano key weir hydraulics and labyrinth weir comparison. J Irrig Drain Eng 139(3):246–253
4. Kabiri-Samani A, Javaheri A (2012) Discharge coefficients for free and submerged flow over piano key weirs. J Hydraul Res 50(1):114–120
5. Laugier F, Blancher B (2011) Influence of structural thickness of sidewalls on PKW spillway discharge capacity
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