Closure to “Stage–Discharge Relationship for an Upstream Inclined Grid with Transversal Bars” by C. Di Stefano and V. Ferro
Publication: Journal of Irrigation and Drainage Engineering
Volume 142, Issue 8
IR.1943-4774.0001078/asset/2f54a70a-c453-4287-a8fb-2c7359f2e75d/assets/(asce)ir.1943-4774.0001078.fp.png)
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References
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Barenblatt, G. I. (1987). Dimensional analysis, Gordon & Breach, Science Publishers, Amsterdam, Netherlands.
Bijankhan, M., Di Stefano, C., Ferro, V., and Kouchakzadeh, S. (2014). “New stage-discharge relationship for weirs of finite crest length.” J. Irrig. Drain. Eng., 06013006-1–06013006–8.
Ferro, V. (2000). “Simultaneous flow over and under a gate.” J. Irrig. Drain. Eng., 190–193.
Ferro, V. (2012). “New theoretical solution of the stage-discharge relationship for sharp-crested and broad weirs.” J. Irrig. Drain. Eng., 257–265.
Ferro, V. (2013). “Closure to ‘New theoretical solution of the stage-discharge relationship for sharp-crested and broad weirs’ by V. Ferro.” J. Irrig. Drain. Eng., 518–520.
Quignones, R. (1964). “Sul moto delle correnti lente che effluiscono da griglie acclivi.” Atti dell’Accademia di Scienze Lettere e Arti di Palermo, Serie IV, 1–34 (in Italian).
Swamee, P. K., and Swamee, N. (2010). “Discharge equation of a circular sharp-crested orifice.” J. Hydraul. Res., 48(1), 106–107.
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Published In
Journal of Irrigation and Drainage Engineering
Volume 142 • Issue 8 • August 2016
Copyright
© 2016 American Society of Civil Engineers.
History
Received: Mar 8, 2016
Accepted: Mar 31, 2016
Published online: May 20, 2016
Published in print: Aug 1, 2016
Discussion open until: Oct 20, 2016
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