Discussion of “Discharge Characteristics of Weirs of Finite Crest Length with Upstream and Downstream Ramps” by Amir Hossein Azimi, Nallamuthu Rajaratnam, and David Z. Zhu
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Irrigation and Drainage Engineering
Volume 140, Issue 1
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References
Azimi, A. H., and Rajaratnam, N. (2009). “Discharge characteristic of weirs of finite crest length.” J. Hydraul. Eng., 1081–1085.
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Barenblatt, G. I. (1987). Dimensional analysis, Gordon and 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.
Ferro, V. (2012). “New theoretical solution of the stage-discharge relationship for sharp-crested and broad weirs.” J. Irrig. Drain. Eng., 257–265.
Ferro, V. (2013). “Closure to ‘New theoretical solution of the stage-discharge relationship for sharp-crested and broad weirs’ by V. Ferro.” J. Irrig. Drain. Eng., 518–520.
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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Journal of Irrigation and Drainage Engineering
Volume 140 • Issue 1 • January 2014
Copyright
© 2013 American Society of Civil Engineers.
History
Received: Feb 16, 2013
Accepted: Feb 19, 2013
Published online: Oct 28, 2013
Published in print: Jan 1, 2014
Discussion open until: Mar 28, 2014
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