Discussion of “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: Jose G. Vasconcelos, M.ASCE [email protected], and Steven J. Wright [email protected]Author Affiliations
Publication: Journal of Hydraulic Engineering
Volume 136, Issue 6
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References
Baines, W. D. (1991). “Air cavity as gravity currents on slope.” J. Hydraul. Eng., 117(12), 1600–1615.
Benjamin, T. B. (1968). “Gravity currents and related phenomena.” J. Fluid Mech., 31(2), 209–248.
Cardle, J. A., and Song, C. S. S. (1988). “Mathematical modeling of unsteady flow in storm sewers.” Int. J. Eng. Fluid Mech., 1(4), 495–518.
Song, C. S. S., Cardle, J. A., and Leung, K. S. (1983). “Transient mixed-flow models for storm sewers.” J. Hydraul. Eng., 109(11), 1487–1504.
Vasconcelos, J. G. (2005). “Dynamic approach to the description of flow regime transition in stormwater systems.” Ph.D. dissertation, Environmental Engineering, The University of Michigan, Ann Arbor, Mich.
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.
Vasconcelos, J. G., Wright, S. J., and Roe, P. L. (2009). “Numerical oscillations in pipe-filing bore predictions by shock-capturing models.” J. Hydraul. Eng., 135(4), 296–305.
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Published In
Journal of Hydraulic Engineering
Volume 136 • Issue 6 • June 2010
Pages: 391
Copyright
© 2010 ASCE.
History
Received: Feb 4, 2008
Accepted: Mar 4, 2008
Published online: May 14, 2010
Published in print: Jun 2010
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Authors
Affiliations
Assistant Professor, Dept. of Civil Engineering, Auburn Univ., 208 Harbert Engrg. Center, Auburn, AL 36849. E-mail: [email protected]
Prof., Dept. of Civil and Environmental Engineering, Univ. of Michigan, 1351 Beal Ave., Ann Arbor, MI 48109. E-mail: [email protected]
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