Closure to “Benchmark of Discharge Calibration Methods for Submerged Sluice Gates” by Carlos Sepúlveda, Manuel Gómez, and José Rodellar
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VIEW THE REPLYAuthors: Carlos Sepúlveda, Ph.D. [email protected], Manuel Gómez [email protected], and José Rodellar [email protected]Author Affiliations
Publication: Journal of Irrigation and Drainage Engineering
Volume 137, Issue 1
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References
Ansar, M. (2001). “Discussion of ‘Simultaneous flow over and under a gate’ by V. Ferro.” J. Irrig. Drain. Eng., 127(5), 325–326.
CEMAGREF. (2004). Simulation of Irrigation Canals (SIC) version 4.08: User’s guide and theoretical concepts, Cemagref, France.
Ferro, V. (2001). “Closure to ‘Simultaneous flow over and under a gate’ by V. Ferro.” J. Irrig. Drain. Eng., 127(5), 326–328.
Hydrologic Engineering Center (HEC). (2002). Hydrologic Engineering Center—River Analysis System (HEC-RAS) version 3.1: Hydraulic reference manual, HEC, Davis, Calif.
Rajaratnam, N., and Subramanya, K. (1967). “Flow equation for the sluice gate.” J. Irrig. and Drain. Div., 93(3), 167–186.
Shahrokhnia, M. A., and Javan, M. (2006). “Dimensionless stage–discharge relationship in radial gates.” J. Irrig. Drain. Eng., 132(2), 180–184.
Swamee, P. K. (1992). “Sluice-gate discharge equations.” J. Irrig. Drain. Eng., 118(1), 56–60.
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Published In
Journal of Irrigation and Drainage Engineering
Volume 137 • Issue 1 • January 2011
Pages: 57 - 58
Copyright
© 2011 ASCE.
History
Received: Aug 9, 2010
Accepted: Aug 15, 2010
Published online: Dec 15, 2010
Published in print: Jan 2011
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Authors
Affiliations
Dept. of Hydraulic, Maritime, and Environmental Engineering, Technical Univ. of Catalonia, c/Jordi Girona 1-3, D1, 08034 Barcelona, Spain. E-mail: [email protected]
Professor, Dept. of Hydraulic, Maritime, and Environmental Engineering, Technical Univ. of Catalonia, c/Jordi Girona 1-3, D1, 08034 Barcelona, Spain. E-mail: [email protected]
Professor, Dept. of Applied Mathematics III, Technical Univ. of Catalonia, c/Jordi Girona 1-3, C2, 08034 Barcelona, Spain. E-mail: [email protected]
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