Discussion of “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: I. Rifai https://orcid.org/0000-0002-5554-3219 [email protected], S. Erpicum, P. Archambeau, D. Violeau, M. Pirotton, K. El Kadi Abderrezzak, and B. DewalsAuthor 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.
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.
Hager, W. H., and Volkart, P. U. (1986). “Distribution channels.” J. Hydraul. Eng., 935–952.
Kerger, F., Archambeau, P., Erpicum, S., Dewals, B. J., and Pirotton, M. (2011). “A fast universal solver for 1D continuous and discontinuous steady flows in rivers and pipes.” Int. J. Numer. Methods Fluids, 66(1), 38–48.
Michelazzo, G. (2014). “Breaching of river levees: Analytical flow modelling and experimental hydro-morphodynamic investigations.” Ph.D. thesis, Faculty of Engineering, Univ. of Florence, Florence, Italy.
Rahimpour, M., Keshavarz, Z., and Ahmadi, M. (2011). “Flow over trapezoidal side weir.” Flow Measure. Instrum., 22(6), 507–510.
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Journal of Hydraulic Engineering
Volume 143 • Issue 3 • March 2017
Copyright
©2016 American Society of Civil Engineers.
History
Received: Oct 28, 2015
Accepted: Mar 25, 2016
Published online: Oct 20, 2016
Published in print: Mar 1, 2017
Discussion open until: Mar 20, 2017
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Authors
Affiliations
Ph.D. Student, Dept. of ArGEnCo, Research Group Hydraulics in Environmental and Civil Engineering, Univ. of Liège, Quartier Polytech 1, Allée de la Découverte 9, B52/3+1, 4000 Liège, Belgique; EDF R&D, National Laboratory for Hydraulics and Environment, Saint Venant Laboratory for Hydraulics, 6 Quai Watier, BP 49, 78401 Chatou, France (corresponding author). ORCID: https://orcid.org/0000-0002-5554-3219. E-mail: [email protected]
S. Erpicum
Assistant Professor, Dept. of ArGEnCo, Research Group Hydraulics in Environmental and Civil Engineering, Univ. of Liège, Quartier Polytech 1, Allée de la Découverte 9, B52/3+1, 4000 Liège, Belgique.
P. Archambeau
Research Associate, Dept. of ArGEnCo, Research Group Hydraulics in Environmental and Civil Engineering, Univ. of Liège, Quartier Polytech 1, Allée de la Découverte 9, B52/3+1, 4000 Liège, Belgique.
D. Violeau
Senior Scientist, EDF R&D, National Laboratory for Hydraulics and Environment, Saint Venant Laboratory for Hydraulics, 6 Quai Watier, BP 49, 78401 Chatou, France.
M. Pirotton
Professor, Dept. of ArGEnCo, Research Group Hydraulics in Environmental and Civil Engineering, Univ. of Liège, Quartier Polytech 1, Allée de la Découverte 9, B52/3+1, 4000 Liège, Belgique.
K. El Kadi Abderrezzak
Expert Researcher, EDF R&D, National Laboratory for Hydraulics and Environment, Saint Venant Laboratory for Hydraulics, 6 Quai Watier, BP 49, 78401 Chatou, France.
B. Dewals
Associate Professor, Dept. of ArGEnCo, Research Group Hydraulics in Environmental and Civil Engineering, Univ. of Liège, Quartier Polytech 1, Allée de la Découverte 9, B52/3+1, 4000 Liège, Belgique.
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