Discussion of “Assessing Stage-Discharge Relationships for Circular Overflow Structure” by M. Bijankhan and V. Ferro
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Irrigation and Drainage Engineering
Volume 144, Issue 11
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References
Vatankhah, A. R. 2016. “Discussion of ‘Stage-discharge models for concrete orifices: Impact on estimating detention basin drawdown time’ by W. T. Barlow and D. Brandes.” J. Irrig. Drain. Eng. 142 (11): 07016016. https://doi.org/10.1061/(ASCE)IR.1943-4774.0001102.
Vatankhah, A. R. 2010. “Flow measurement using circular sharp-crested weirs.” Flow Meas. Instrum. 21 (2): 118–122. https://doi.org/10.1016/j.flowmeasinst.2010.01.006.
Vatankhah, A. R. 2011. “Approximate solutions to complete elliptic integrals for practical use in water engineering.” J. Hydrol. Eng. 16 (11): 942–945. https://doi.org/10.1061/(ASCE)HE.1943-5584.0000376.
Vatankhah, A. R., and S. Khalili. 2017. “Sharp-crested weir located at the end of a circular channel.” Proc. Inst. Civ. Eng. Water Manage. 170 (6): 287–297. https://doi.org/10.1680/jwama.16.00032.
Information & Authors
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Published In
Journal of Irrigation and Drainage Engineering
Volume 144 • Issue 11 • November 2018
Copyright
©2018 American Society of Civil Engineers.
History
Received: Oct 26, 2017
Accepted: Jan 19, 2018
Published online: Aug 29, 2018
Published in print: Nov 1, 2018
Discussion open until: Jan 29, 2019
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Associate Professor, Irrigation and Reclamation Engineering Dept., Univ. College of Agriculture and Natural Resources, Univ. of Tehran, P.O. Box 4111, Karaj 31587-77871, Iran. ORCID: https://orcid.org/0000-0002-0421-3164. Email: [email protected]
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