Discussion of “Turbulence Modeling of Flows over Circular Spillways” by Rahim Tadayon and Amruthur S. Ramamurthy
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VIEW THE ORIGINAL ARTICLEAuthors: Jahanshir Mohammadzadeh-Habili [email protected] and Manouchehr Heidarpour [email protected]Author Affiliations
Publication: Journal of Irrigation and Drainage Engineering
Volume 136, Issue 12
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References
Bos, M. G. (1978). Discharge measurement structures, Int. Institute for Land Reclamation and Improvement, Wageningen, The Netherlands.
Dressler, R. F. (1978). “New nonlinear shallow flow equations with curvature.” J. Hydraul. Res., 16(3), 205–222.
Heidarpour, M., and Chamani, M. R. (2006). “Velocity distribution over cylindrical weirs.” J. Hydraul. Res., 44(5), 708–711.
Ramamurthy, A. S., and Vo, N.-D. (1993). “Application of Dressler theory to weir flow.” J. Appl. Mech., 60(1), 163–166.
Ramamurthy, A. S., Vo, N.-D., and Vera, G. (1992). “Momentum model of flow past weir.” J. Irrig. Drain. Eng., 118(6), 988–994.
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Published In
Journal of Irrigation and Drainage Engineering
Volume 136 • Issue 12 • December 2010
Pages: 876
Copyright
© 2010 ASCE.
History
Received: Nov 18, 2009
Accepted: Dec 9, 2009
Published online: Nov 15, 2010
Published in print: Dec 2010
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Graduate Student, Dept. of Water Engineering, College of Agriculture, Isfahan Univ. of Technology, Isfahan, Iran, 84156-83111. E-mail: [email protected]
Associate Professor, Dept. of Water Engineering, College of Agriculture, Isfahan Univ. of Technology, Isfahan, Iran, 84156-83111. E-mail: [email protected]
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