TECHNICAL NOTES
May 1, 2000
Simultaneous Flow over and under a Gate
Author: Vito FerroAuthor Affiliations
Publication: Journal of Irrigation and Drainage Engineering
Volume 126, Issue 3
Abstract
This paper reports the results of an investigation carried out to establish the stage-discharge relationship for a flow simultaneously discharging over and under a sluice or a broad-crested gate. The stage-discharge relationship is deduced by a theoretical analysis, based on the application of the Π-theorem of the dimensional analysis and the incomplete self-similarity theory, coupled with an experimental investigation carried out by using a laboratory flume.
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References
1.
Barenblatt, G. I. (1979). Similarity, self-similarity and intermediate asymtotics. Consultants Bureau, New York.
2.
Barenblatt, G. I. (1987). Dimensional analysis. Gordon & Breach, Amsterdam, The Netherlands.
3.
Ferro, V. (1997). “Applying hypothesis of self-similarity for flow-resistance law of small-diameter plastic pipes.”J. Irrig. and Drain. Engrg., ASCE, 123(3), 175–179.
4.
French, R. H. (1986). Open-channel hydraulics. McGraw-Hill, New York.
5.
Uyumaz, A. (1988). “Scour downstream of vertical gate.”J. Hydr. Engrg., ASCE, 114(7), 811–816.
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History
Received: Apr 30, 1999
Published online: May 1, 2000
Published in print: May 2000
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Affiliations
Vito Ferro
Prof., PhD, Dipartimento di Ingegneria e Tecnologie Agro-Forestali, Sezione Idraulica, Facoltà di Agraria, Università di Palermo, Viale delle Scienze, 90128 Palermo, Italy. E-mail: [email protected]
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.