Closure to “Case Study: Numerical Evaluation of Hydraulic Transients in a Combined Sewer Overflow Tunnel System” by M. Politano, A. J. Odgaard, and W. Klecan
This article is a reply.
VIEW THE ORIGINAL ARTICLEAuthors: M. Politano [email protected], A. J. Odgaard, M.ASCE [email protected], and W. Klecan [email protected]Author Affiliations
Publication: Journal of Hydraulic Engineering
Volume 136, Issue 6
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References
Streeter, V., and Wylie, E. (1967). Hydraulic transients, Chapters 2, 3, and 15, McGraw-Hill, New York.
Vasconcelos, J. G., and Wright, S. J. (2005). “Experimental investigation of surges in a stormwater storage tunnel.” J. Hydraul. Eng., 131(10), 853–861.
Vasconcelos, J. G., Wright, S. J., and Roe, P. L. (2006). “Improved simulation of flow regime transition in sewers: Two-component pressure approach.” J. Hydraul. Eng., 132(6), 553–562.
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© 2010 ASCE.
History
Received: Feb 18, 2009
Accepted: Jun 22, 2009
Published online: May 14, 2010
Published in print: Jun 2010
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Assoc. Research Engineer, IIHR—Hydroscience & Engineering, The Univ. of Iowa, 300 South Riverside Dr., Iowa City, IA 52242-1585. E-mail: [email protected]
Prof. and Research Engineer, IIHR—Hydroscience & Engineering, The Univ. of Iowa, 300 South Riverside Dr., Iowa City, IA 52242-1585. E-mail: [email protected]
Jordan, Jones & Goulding 6801 Governors Lake Parkway, Inc. Norcross, GA 30071. E-mail: [email protected]
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