Discussion of “Discharge Coefficient of Circular-Crested Weirs Based on a Combination of Flow around a Cylinder and Circulation” by Abdorreza Kabiri-Samani and Sara Bagheri
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Irrigation and Drainage Engineering
Volume 141, Issue 9
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Acknowledgments
The writers would like to express their sincere appreciations to all researchers whose valuable data have been used in this discussion.
References
Akoz, M., Gumus, V., and Kirkgoz, M. (2014). “Numerical simulation of flow over a semicylinder weir.” J. Irrig. Drain Eng., 04014016-1–04014016-11.
Bagheri, S., and Heidarpour, M. (2010). “Overflow characteristics of circular-crested weirs.” J. Hydraul. Res., 48(4), 515–520.
Chanson, H., and Montes, J. S. (1997). “Overflow characteristics of cylindrical weirs.”, Dept. of Civil Engineering, Univ. of Queensland, Brisbane, Australia.
Heidarpour, M., and Chamani, M. R. (2006). “Velocity distribution over cylindrical weir.” J. Hydraul. Res., 44(5), 708–711.
Jaeger, C. (1956). Engineering fluid mechanics, Blackie and Son, London.
Schmocker, L., Halldórsdóttir, B. R., and Hager, W. H. (2011). “Effect of weir face angles on circular-crested weir flow.” J. Hydraul. Eng., 637–643.
Shabanlou, S., and Khorami, E. (2013). “Study of the hydraulic properties 216 of the cylindrical crested weirs.” J. Flow Meas. Instrum., 33(5), 153–159.
Vo, N. D. (1992). “Characteristics of curvilinear flow past circular-crested weirs.” Ph.D. thesis, Concordia Univ., Montreal.
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Journal of Irrigation and Drainage Engineering
Volume 141 • Issue 9 • September 2015
Copyright
© 2015 American Society of Civil Engineers.
History
Received: Jun 26, 2014
Accepted: Aug 15, 2014
Published online: Feb 25, 2015
Discussion open until: Jul 25, 2015
Published in print: Sep 1, 2015
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