Closure to “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 REPLYAuthors: Fredrik Huthoff, Pieter C. Roos, Denie C. Augustijn, and Suzanne J. HulscherAuthor Affiliations
Publication: Journal of Hydraulic Engineering
Volume 135, Issue 11
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Acknowledgments
The writers thank Dr. Sébastien Proust (Cemagref Lyon, France) for his comments regarding shear stress parameterizations in EDM and ISM.
References
Bousmar, D., and Zech, Y. (1999). “Momentum transfer for practical flow computational in compound channels.” J. Hydraul. Eng., 125(7), 696–706.
Hua, W., Yang, K., Cao, S., and Liu, X. (2007). “Computation of momentum transfer coefficient and conveyance capacity in compound channels.” J. Hydrodynam., 19(2), 225–229.
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 Flurial Hydraulics, Vol. I, Balkema, Rotterdam, The Netherlands, 405–414.
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© 2009 ASCE.
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Received: Feb 26, 2009
Accepted: May 29, 2009
Published online: Oct 15, 2009
Published in print: Nov 2009
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Authors
Affiliations
Fredrik Huthoff
Assistant Professor, Water Management and Engineering, Faculty of Engineering Technology, Univ. of Twente, The Netherlands, and Consultant, Hydraulic systems modeling, HKV Consultants, Lelystad, The Netherlands.
Pieter C. Roos
Assistant Professor, Water Management and Engineering, Faculty of Engineering Technology, Univ. of Twente, The Netherlands.
Denie C. Augustijn
Associate Professor, Water Management and Engineering, Faculty of Engineering Technology, Univ. of Twente, The Netherlands.
Suzanne J. Hulscher
Professor, Water Management and Engineering, Faculty of Engineering Technology, Univ. of Twente, The Netherlands.
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