Discussion of “Interacting Divided Channel Method for Compound Channel Flow” by Fredrik Huthoff, Pieter C. Roos, Denie C. M. Augustijn, and Suzanne J. M. H. Hulscher
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Hydraulic Engineering
Volume 135, Issue 11
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References
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Cristodoulou, R. M. and Myers, W. R. C. (1999). “Apparent friction factor on the flood plain-main channel interface of compound channel sections.” Proc., 28th International Association for Hydraulic Research Congress (CD-ROM), Graz, Austria.
Ervine, D. L. and Baird, J. I. (1982). “Rating curves for rivers with overbank flow.” Proc., Institution of Civil Engineers, London, Vol. 73, Part 2, 465–472.
Martín-Vide, J. P. Moreta, P. J. M. and López-Querol, S., (2008). “Improved 1D modeling in compound meandering channels with vegetated floodplains.” J. Hydraul. Res., 46(2), 265–276.
Proust, S., Bousmar, D., Rivière, N., Paquier, A., and Zech, Y., (2006). “A methodology for computing non-uniform flows in compound channels.” River Flow 2006, Proc., Int. Conf. on Fluvial Hydraulics, Vol. I, Balkema, Rotterdam, The Netherlands, 405–414.
Smart, G. M. (1992). “Stage-discharge discontinuity in composite flood channels.” J. Hydraul. Res., 30(6), 817–833.
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Information
Published In
Journal of Hydraulic Engineering
Volume 135 • Issue 11 • November 2009
Pages: 1019 - 1020
Copyright
© 2009 ASCE.
History
Received: Oct 8, 2008
Accepted: Nov 4, 2008
Published online: Oct 15, 2009
Published in print: Nov 2009
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