Discussion of “Unsteady Stage-Discharge Relationships for Sharp-Crested Weirs” by Firouz Ghasemzadeh, Salah Kouchakzadeh, and Gilles Belaud
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Irrigation and Drainage Engineering
Volume 147, Issue 4
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References
Baiamonte, G. 2020a. “Complex rating curves for sharp crested orifices for rectangular or triangular weirs under unsteady flow conditions.” J. Hydrol. Eng. https://doi.org/10.1061/(ASCE)HE.1943-5584.0002057.
Baiamonte, G. 2020b. “Dimensionless stage-discharge relationship for a non-linear water reservoir: Theory and experiments.” Hydrology 7 (2): 23. https://doi.org/10.3390/hydrology7020023.
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Olver, F. W. J., D. W. Lozier, R. F. Boisvert, and C. W. Clark. 2010. NIST handbook of mathematical functions. Cambridge, UK: Cambridge University Press.
Parlange, J. Y., D. A. Barry, and R. Haverkamp. 2002. “Explicit infiltration equations and the Lambert W-function.” Adv. Water Resour. 25 (8–12): 1119–1124.
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© 2021 American Society of Civil Engineers.
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Received: May 1, 2020
Accepted: Jun 5, 2020
Published online: Jan 28, 2021
Published in print: Apr 1, 2021
Discussion open until: Jun 28, 2021
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