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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Volume 141, Issue 8
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Acknowledgments
The discussers gratefully acknowledge the financial support (Grant No. 7102021/01/06) and the research facility provided by the University of Tehran and the Center of Excellence for Evaluation and Rehabilitation of Irrigation and Drainage Networks.
References
Bagheri, S., and Heidarpour, M. (2010). “Flow over rectangular sharp-crested weirs.” Irrig. Sci., 28(2), 173–179.
Barenblatt, G. I. (1979). Similarity, self-similarity and intermediate asymptotics, Consultants Bureau, New York.
Barenblatt, G. I. (1987). Dimensional analysis, Gordon & Breach, Science Publishers, Amsterdam, Netherlands.
De Martino, G., and Ragone, A. (1984). “Effects of viscosity and surface tension on slot weirs flow.” J. Hydraul. Res., 22(5), 327–341.
Ranga Raju, K. G., and Asawa, G. L. (1977). “Viscosity and surface tension effects on weir flow.” J. Hydraul. Div., 103(10), 1227–1231.
Sargison, E. J. (1972). “The influence of surface tension on weir flow.” J. Hydraul. Res., 10(4), 431–446.
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© 2014 American Society of Civil Engineers.
History
Received: May 9, 2014
Accepted: Jun 11, 2014
Published online: Dec 9, 2014
Discussion open until: May 9, 2015
Published in print: Aug 1, 2015
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