Discussion of “Turbulent Jet Energy Dissipation at Vertical Drops” by Mohammad R. Chamani, N. Rajaratnam, and M. K. Beirami
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VIEW THE ORIGINAL ARTICLEAuthors: Sandip P. Tatewar [email protected], Anant I. Dhatrak [email protected], and Shivaji V. Sakhalkar [email protected]Author Affiliations
Publication: Journal of Hydraulic Engineering
Volume 137, Issue 8
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Acknowledgments
The discussers acknowledge the financial support of the All India Council of Technical Education, New Delhi, India, for the construction of the model of a stepped spillway for conducting the model study (File No. UNSPECIFIED8023/RID/NPROJ/RPS-6/2004-05).
References
Essery, I. T. S., and Horner, M. W. (1971). “The hydraulic design of stepped spillways.” Rep. 33, Construction Industry Research and Information Association, London.
Moore, W. L. (1943). “Energy loss at the base of free overfall.” Trans. Am. Soc. Civ. Eng., 108, 1343–1360.
Rand, W. (1955). “Flow geometry at straight drop spillways.” Proc. Am. Soc. Civ. Eng., 81(4), 587–591.
Tatewar, S. P., and Ingle, R. N. (1995). “Discussion of jet flow on stepped spillway.” J. Hydraul. Eng., 121(5), 445–446.
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Published In
Journal of Hydraulic Engineering
Volume 137 • Issue 8 • August 2011
Pages: 856
Copyright
© 2011 American Society of Civil Engineers.
History
Received: Apr 6, 2009
Accepted: Sep 1, 2010
Published online: Jul 15, 2011
Published in print: Aug 1, 2011
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Authors
Affiliations
Assistant Professor, Dept. of Civil Engineering, Government College of Engineering, Karad 415 214, India (corresponding author). E-mail: [email protected]
Lecturer, Dept. of Civil Engineering, Government College of Engineering, Amravati 444 604, India. E-mail: [email protected]
Assistant Director (Technical), Technical Education, Regional Office, Amravati 444 604, India. E-mail: [email protected]
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