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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References
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Mohammadzadeh-Habili, J., and Heidarpour, M. (2013). “Application of convex streamline theory to circular-crested weir.” Biosyst. Eng., 116(4), 326–334.
Mohammadzadeh-Habili, J., Heidarpour, M., and Afzalimehr, H. (2013). “Hydraulic characteristics of a new weir entitled of quarter-circular crested weir.” Flow Meas. Instrum., 33, 168–178.
Ramamurthy, A. S., and Vo, N. D. (1993). “Characteristic of circular crested weir.” J. Hydraul. Eng., 1055–1062.
Ramamurthy, A. S., Vo, N. D., and Vera, G. (1992). “Momentum model of flow past weir.” J. Irrig. Drain. Eng., 988–994.
Sarginson, E. J. (1972). “The influence of surface tension on weir flow.” J. Hydraul. Res., 10(4), 431–446.
Vischer, D. L., and Hager, W. H. (1998). Dam hydraulics, Wiley, Chichester, New York.
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: Jul 9, 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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