Discussion of “Experimental Modeling of Submerged Pivot Weir” by M. Bijankhan and V. Ferro
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VIEW THE ORIGINAL ARTICLEAuthors: H. Khalili Shayan, Ph.D. https://orcid.org/0000-0002-3390-1724 [email protected], S. Nikmehr [email protected], and Y. Aminpour, Ph.D. [email protected]Author Affiliations
Publication: Journal of Irrigation and Drainage Engineering
Volume 147, Issue 1
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Data Availability Statement
All data, models, and code generated or used during this study appeared in Wahlin and Replogle (1994).
References
Kindsvater, C. E., and R. W. Carter. 1957. “Discharge characteristics of rectangular thin-plate weirs.” J. Hydraul. Div. 83 (6): 1–36.
USBR (United States Bureau of Reclamation). 1948. Studies of crests of overfall dams. Bulletin 3, Final Rep. Denver: USBR.
Wahlin, B. T., and J. A. Replogle. 1994. Flow measurement using an overshot gate. Denver: US Dept. of the Interior Bureau of Reclamation.
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Published In
Journal of Irrigation and Drainage Engineering
Volume 147 • Issue 1 • January 2021
Copyright
© 2020 American Society of Civil Engineers.
History
Received: Feb 26, 2020
Accepted: Mar 13, 2020
Published online: Oct 30, 2020
Published in print: Jan 1, 2021
Discussion open until: Mar 30, 2021
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Authors
Affiliations
Formerly, Ph.D. Student, Dept. of Irrigation and Reclamation Engineering, Univ. College of Agriculture and Natural Resources, Univ. of Tehran, P.O. Box 4111, Karaj 31587-77871, Iran (corresponding author). ORCID: https://orcid.org/0000-0002-3390-1724. Email: [email protected]
Assistant Professor, Dept. of Water Science and Engineering, Univ. of Kurdistan, P.O. Box 66177-15175, Sanandaj, Iran. Email: [email protected]
Dept. of Hydraulic Structures, Water Research Institute, Ministry of Energy, Tehran, Iran. Email: [email protected]
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