Closure to “Improved Shiono and Knight Method for Overflow Modeling” by Hossien Kordi, Ramin Amini, Abdolreza Zahiri, and Esmaeil Kordi
Authors: Hossien Kordi, S.M.ASCE [email protected], Ramin Amini [email protected], Abdolreza Zahiri [email protected], and Esmaeil Kordi, A.M.ASCE [email protected]Author Affiliations
Publication: Journal of Hydrologic Engineering
Volume 21, Issue 10
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References
Bousmar, D., and Zech, Y. (2002). “Discussion of “Two-dimensional solution for straight and meandering overbank flows.” by D. A. Ervine, K., Babaeyan-Koopaei, and R. H. J. Sellin.” J. Hydraul. Eng., 550–551.
Fernandes, J. N., Leal, J. B., and Cardoso, A. H. (2014). “Improvement of the lateral distribution method based on the mixing layer theory.” Adv. Water Res., 69, 159–167.
Proust, S., Fernandes, J. N., Peltier, Y., Leal, J. B., Rivière, N., and Cardoso, A. H. (2013). “Turbulent non-uniform flows in straight compound open-channels.” J. Hydraul. Res., 51(6), 656–667.
Shiono, K., and Knight, D. W. (1991). “Turbulent open-channel flows with variable depth across the channel.” J. Fluid Mech., 222, 617–646.
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Journal of Hydrologic Engineering
Volume 21 • Issue 10 • October 2016
Copyright
© 2016 American Society of Civil Engineers.
History
Received: Mar 10, 2016
Accepted: May 10, 2016
Published online: Jul 13, 2016
Published in print: Oct 1, 2016
Discussion open until: Dec 13, 2016
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Ph.D. Student of Hydraulic Structures, Dept. of Civil Engineering, Shahrood Univ. of Technology, P.O. Box 3619995161, Shahrood, Iran (corresponding author). E-mail: [email protected]
Assistant Professor, Dept. of Civil Engineering, Shahrood Univ. of Technology, P.O. Box 3619995161, Shahrood, Iran. E-mail: [email protected]
Assistant Professor, Dept. of Water Engineering, Gorgan Univ. of Agricultural Sciences and Natural Resources, P.O. Box 386, Gorgan, Golestan, Iran. E-mail: [email protected]
Assistant Professor, Dept. of Civil Engineering, Mirdamad Institute of Higher Education (MIHE), P.O. Box 4916653989, Gorgan, Iran. E-mail: [email protected]
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