Discussion of “Calculating Discharge from Culverts under Inlet Control Using Stage at the Inlet” by Elizabeth M. Toman, Arne E. Skaugset III, and Amy N. Simmons
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Volume 141, Issue 7
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Acknowledgments
The discusser gratefully acknowledges the support provided by the Center of Excellence for Evaluation and Rehabilitation of Irrigation and Drainage Networks, University of Tehran.
References
Chanson, H. (1999). The hydraulics of open channel flow: An introduction, Edward Arnold Publishers, London.
Greve, F. V. (1932). “Flow of water through circular, parabolic, and triangular vertical notch weirs.” Eng. Bull., 40(2), 37–60.
Henderson, F. M. (1966). Open channel flow, Macmillan, New York.
Vatankhah, A. R. (2010). “Flow measurement using circular sharp-crested weirs.” Flow Measure. Instrum., 21(2), 118–122.
Vatankhah, A. R. (2011). “Approximate solutions to complete elliptic integrals for practical use in water engineering.” J. Hydrol. Eng., 942–945.
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Journal of Irrigation and Drainage Engineering
Volume 141 • Issue 7 • July 2015
Copyright
© 2014 American Society of Civil Engineers.
History
Received: Mar 7, 2014
Accepted: Mar 21, 2014
Published online: Nov 6, 2014
Discussion open until: Apr 6, 2015
Published in print: Jul 1, 2015
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Associate Professor, Irrigation and Reclamation Eng. Dept., Univ. College of Agriculture and Natural Resources, Univ. of Tehran, P.O. Box 4111, Karaj, 3158777871 Tehran, Iran. E-mail: [email protected]
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