Discussion of “Impact of Converging Chute Walls for Roller Compacted Concrete Stepped Spillways” by Sherry L. Hunt, Kem C. Kadavy, Steven R. Abt, and Darrel M. Temple
This article is a reply.
VIEW THE ORIGINAL ARTICLEAuthors: A. I. Dhatrak [email protected], S. P. Tatewar [email protected], and S. V. Sakhalkar [email protected]Author Affiliations
Publication: Journal of Hydraulic Engineering
Volume 136, Issue 3
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Acknowledgments
The discussers acknowledge the financial support from the All India Council for Technical Education, New Delhi, India for construction of model of Stepped Spillway for conducting model study (File No. 8023/RID/NPROJ/RPS-6/2004–05).
References
Boes, R. M., and Hager, W. H. (2003). “Hydraulic design of stepped spillways.” J. Hydraul. Eng., 129 (9), 671–679.
Robinson, K. M., Rice, C. E., Kadavy, K. C., and Talbot, J. R. (1998). “Energy losses on a roller compacted concrete stepped spillway.” Proc., Water Resources Engineering, Vol. 2, ASCE, Reston, Va., 1434–1439.
Talbot, J. R., Robinson, K. R., and Kadavy, K. C. (1997). “Hydraulic model study of a roller compacted concrete stepped spillway with converging chute walls.” Proc. Association of State Dam Safety Officials Annual Conf..
Zamora, A. S., Pfister, M., Hager, W. H., and Minor, H. E. (2008). “Hydraulic performance of step aerator.” J. Hydraul. Eng., 134(2), 127–134.
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© 2010 ASCE.
History
Received: Dec 30, 2008
Accepted: Feb 22, 2009
Published online: Feb 12, 2010
Published in print: Mar 2010
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Authors
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Lecturer, Dept. of Civil Engineering, Government College of Engineering, Amravati 444604, India. E-mail: [email protected]
Asst. Prof., Dept. of Civil Engineering, Government College of Engineering, Amravati 444604, India. E-mail: [email protected]
Asst. Director (Tech.), Technical Education, Regional Office, Amravati 444604, India. E-mail: [email protected]
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