Closure to “Experimental and Numerical Investigations of Two-Dimensional Dam-Break Flows,” by Lindsey Ann LaRocque, Jasim Imran, and M. Hanif Chaudhry
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VIEW THE ORIGINAL ARTICLEAuthors: Lindsey Ann LaRocque [email protected], Jasim Imran, M.ASCE [email protected], and M. Hanif Chaudhry, F.ASCE [email protected]Author Affiliations
Publication: Journal of Hydraulic Engineering
Volume 141, Issue 3
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References
Chanson, H. (2005). “Applications of the Saint-Venant equations and method of characteristics to the dam-break wave problem.”, Dept. of Civil Engineering, Univ. of Queensland, Brisbane, Australia.
Chanson, H. (2006). “Analytical solutions of laminar and turbulent dam break wave.” River Flow 2006: Proc., Int. Conf. on Fluvial Hydraulics, Taylor and Francis, London, 465–474.
Huang, G. F., Zhang, Y. F., Wu, C., and Yang, Y. Q. (2005). “Analytical solutions for 1-D dam-break flood on sloping channel bed.” J. Hydrodyn. Ser. A, 20(5), 597–603 (in Chinese).
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Journal of Hydraulic Engineering
Volume 141 • Issue 3 • March 2015
Copyright
© 2014 American Society of Civil Engineers.
History
Received: Apr 28, 2014
Accepted: Sep 30, 2014
Published online: Nov 3, 2014
Published in print: Mar 1, 2015
Discussion open until: Apr 3, 2015
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Affiliations
Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Univ. of South Carolina, 300 Main St., Columbia, SC 29208. E-mail: [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of South Carolina, 300 Main St., Columbia, SC 29208 (corresponding author). E-mail: [email protected]
Mr. and Mrs. Irwin B. Kahn Professor, Dept. of Civil and Environmental Engineering, Univ. of South Carolina, 300 Main St., Columbia, SC 29208. E-mail: [email protected]
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