Discussion of “Discharge Coefficient Analysis for Triangular Sharp-Crested Weirs Using Low-Speed Photographic Technique” by C. Bautista-Capetillo, O. Robles, H. Júnez-Ferreira, and E. Playán
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VIEW THE REPLYPublication: Journal of Irrigation and Drainage Engineering
Volume 141, Issue 8
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Acknowledgments
The discussers gratefully acknowledge the support provided by the Center of Excellence for Evaluation and Rehabilitation of Irrigation and Drainage Networks, University of Tehran.
References
Bagheri, S., and Heidarpour, M. (2010). “Flow over rectangular sharp-crested weirs.” Irrig. Sci., 28(2), 173–179.
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© 2014 American Society of Civil Engineers.
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Received: Feb 21, 2014
Accepted: Mar 14, 2014
Published online: Dec 9, 2014
Discussion open until: May 9, 2015
Published in print: Aug 1, 2015
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Associate Professor, Irrigation and Reclamation Engineering Dept., University College of Agriculture and Natural Resources, Univ. of Tehran, P.O. Box 4111, Karaj, 31587-77871 Tehran, Iran (corresponding author). E-mail: [email protected]
Irrigation and Reclamation Engineering Dept., University College of Agriculture and Natural Resources, Univ. of Tehran, P.O. Box 4111, Karaj, 31587-77871 Tehran, Iran. E-mail: [email protected]
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