Closure to “Laboratory Study on 3D Flow Structures Induced by Zero-Height Side Weir and Implications for 1D Modeling” by Giovanni Michelazzo, Hocine Oumeraci, and Enio Paris
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VIEW THE ORIGINAL ARTICLEAuthors: Giovanni Michelazzo, Ph.D. [email protected], Hocine Oumeraci [email protected], and Enio Paris [email protected]Author Affiliations
Publication: Journal of Hydraulic Engineering
Volume 143, Issue 3
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References
Borghei, S. M., Jalili, M. R., and Ghodsian, M. (1999). “Discharge coefficient for sharp-crested side weir in subcritical flow.” J. Hydraul. Eng., 1051–1056.
De Marchi, G. (1934). “Saggio di teoria del funzionamento degli stramazzi laterali.” L’Energia Elettrica, 11(11), 849–860.
Emiroglu, M. E., Agaccioglu, H., and Kaya, N. (2011). “Discharging capacity of rectangular side weirs in straight open channels.” Flow Measure. Instrum., 22(4), 319–330.
Hager, W. H. (1987). “Lateral outflow over side weirs.” J. Hydraul. Eng., 491–504.
Michelazzo, G. (2015). “New analytical formulation of De Marchi’s model for a zero-height side weir.” J. Hydraul. Eng., 04015030.
Subramanya, K., and Awasthy, S. C. (1972). “Spatially varied flow over side-weirs.” J. Hydraul. Eng. Div., 98(1), 1–10.
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Received: Apr 22, 2016
Accepted: Aug 9, 2016
Published online: Oct 20, 2016
Published in print: Mar 1, 2017
Discussion open until: Mar 20, 2017
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Postdoctoral Researcher, Dept. of Civil and Environmental Engineering, Univ. of Florence, Via S. Marta 3, 50139 Firenze, Italy (corresponding author). E-mail: [email protected]
Professor, Dept. of Hydromechanics and Coastal Engineering, Leichtweiss-Institute for Hydraulic Engineering and Water Resources, TU Braunschweig, Beethovenstrasse 51a, D-38106 Braunschweig, Germany. E-mail: [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Florence, Via S. Marta 3, 50139 Firenze, Italy. E-mail: [email protected]
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