DISCUSSIONS AND CLOSURES
Mar 1, 2000
Closure to “Theoretical End‐Depth‐Discharge Relationship for Free Overfall” by Vito Ferro
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VIEW THE ORIGINAL ARTICLEAuthor: Vito FerroAuthor Affiliations
Publication: Journal of Irrigation and Drainage Engineering
Volume 126, Issue 2
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References
1.
Davis, A. C., Ellett, B. G. S., and Jacob, R. P. (1998). “Flow measurement in sloping channels with rectangular free overfall.” J. Hydr. Engrg., ASCE, 124(7), 760–763.
2.
Ferreri, G. B., and Ferro, V. (1989). “Esame sperimentale del comportamento idraulico di una sistemazione a salti di fondo: Primi risultati.” Idrotecnica, 3, 121–134 (in Italian).
3.
Henderson, F. M. (1966). Open channel flow. Series in Civil Engineering, Macmillan, New York, 193–198.
4.
Naghdi, P. M., and Rubin, M. B. (1981). “On inviscid flow in a waterfall.” J. Fluid Mech., 103, 375–378.
5.
Rubin, M. B. (1997). “Relationship of critical flow in waterfall to minimum energy head.” J. Hydr. Engrg., ASCE, 123(1), 82–84.
Information & Authors
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Published In
Journal of Irrigation and Drainage Engineering
Volume 126 • Issue 2 • March 2000
Pages: 136 - 138
Copyright
Copyright © 2000 ASCE.
History
Published online: Mar 1, 2000
Published in print: Mar 2000
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Authors
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Vito Ferro
Prof., PhD, Dipartimento di Ingegneria e Tecnologie Agro‐Forestali, Sezione Idraulica, Facoltà di Agraria, Universita di Palermo, Viale delle Scienze, 90128 Palermo, Italy.
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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.