Discussion of “Numerical and Experimental Study of Dividing Open-Channel Flows” by A. S. Ramamurthy, Junying Qu, and Diep Vo
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VIEW THE ORIGINAL ARTICLEAuthors: Kamal El Kadi Abderrezzak [email protected] and André Paquier [email protected]Author Affiliations
Publication: Journal of Hydraulic Engineering
Volume 135, Issue 12
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References
Mignot, E., Paquier, A., and Haider, S. (2006). “Modeling floods in a dense urban area using 2D shallow water equations.” J. Hydrol., 327(1–2), 186–199.
Rivière, N., Travin, G., and Perkins, R. J. (2007). “Transcritical flow in open channel intersections.” Proc., 32nd IAHR Congress (CD-ROM), IAHR, Venice.
Rodi, W. (1993). Turbulence models and their application in hydraulics—A state of the art review, IAHR Monograph, 3rd Ed., Balkema, Rotterdam, The Netherlands.
Shiono, K. and Knight, D. W. (1991). “Turbulent open-channel flows with variable depth across the channel.” J. Fluid Mech., 222, 617–646.
Zanichelli, G., Caroni, E., and Fiorotto, V. (2004). “River bifurcation analysis by physical and numerical modeling.” J. Hydraul. Eng., 130(3), 237–242.
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Published In
Journal of Hydraulic Engineering
Volume 135 • Issue 12 • December 2009
Pages: 1111 - 1112
Copyright
© 2009 ASCE.
History
Received: Feb 26, 2008
Accepted: Mar 18, 2008
Published online: Nov 13, 2009
Published in print: Dec 2009
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Research Engineer, Cemagref, Hydrology-Hydraulics Research Unit, 3 bis quai Chauveau CP220, 69336 Lyon, Cedex 09, France; presently, Electricité de France (EDF)-R&D-LNHE, Quai Waiter, F-78400 Chatou, France. E-mail: [email protected]
Research Engineer, Hydrology-Hydraulics Research Unit, 3 bis quai Chauveau CP220, 69336 Lyon, Cedex 09, France. E-mail: [email protected]
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