Closure to “Method of Solution of Nonuniform Flow with the Presence of Rectangular Side Weir” by Maurizio Venutelli
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Irrigation and Drainage Engineering
Volume 135, Issue 6
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References
Durga Rao, K. H. V., and Pillai, C. R. S. (2008). “Study of flow over side weirs under supercritical conditions.” Water Resour. Manage., 22, 131–143.
El-Khashab, A., and Smith, K. V. H. (1976). “Experimental investigations of flow over side weirs.” J. Hydr. Div., 102(9), 1255–1268.
Lee, K.-L., and Holley, E. R. (2002). “Physical modeling for side-channel weirs.” CRWR Online Rep. 02-2, Center for Research in Water Resources, Univ. of Texas, Austin, Tex.
May, R. W. P., Bromwich, B. C., Gasowski, Y., and Rickard, C. E. (2003). Hydraulic design of side weirs, Thomas Telford, London.
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Published In
Journal of Irrigation and Drainage Engineering
Volume 135 • Issue 6 • December 2009
Pages: 815
Copyright
© 2009 ASCE.
History
Received: May 27, 2009
Accepted: May 28, 2009
Published online: Nov 13, 2009
Published in print: Dec 2009
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Dipartimento di Ingegneria Civile, Università di Pisa, Via Gabba 22, I-56126 PISA. E-mail: [email protected]
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