DISCUSSIONS AND CLOSURES
Nov 15, 2002

Discussion of “EDR in Circular Channels” by Subhasish Dey

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Publication: Journal of Irrigation and Drainage Engineering
Volume 128, Issue 6
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References

Ali, K. H. M., and Ridgway, A.(1977). “The circular free overfall.” Water Power Dam Construct., 29(5), 42–45.
Benjamin, T. B.(1968). “Gravity currents and related phenomena.” J. Fluid Mech., 31, 209–248.
Biggiero, V. (1963). “Sul tracciamento dei profili delle vene liquide.” Proc., 8th Convegno di Idraulica Pisa, A(11), 1–19 (in Italian).
Clausnitzer, B., and Hager, W. H.(1997). “Outflow characteristics from circular pipe.” J. Hydraul. Eng., 123(10), 914–917.
Cola, R. (1967). “Esame teorico e sperimentale dei fenomeni ondosi di vuotamento di una condotta a sezione circolare.” Atti Istituto Veneto di Scienze, Lettere ed Arte, Padova, 125, 257–294 (in Italian).
Diskin, M. H.(1968). “Method for discharge measurements in irrigation outlets.” J. Agric. Eng. Res., 13(4), 350–357.
Hager, W. H.(1999a). “Cavity outflow from a nearly horizontal pipe.” Int. J. Multiphase Flow, 25, 349–364.
Hager, W. H. (1999b). Wastewater hydraulics, Springer, New York.
Montes, J. S.(1997). “Transition to a free-surface flow at the end of a horizontal conduit.” J. Hydraul. Res., 35(2), 225–241;
IBID37(1), 136–144.
Rajaratnam, N., and Muralidhar, D.(1964). “End depth for circular channels.” J. Hydraul. Div., Am. Soc. Civ. Eng., 90(2), 99–119.
Subramanya, K., and Kumar, N.(1993). “End depth in a horizontal circular free overfall.” J. Inst. Eng. India, 73(3), 185–187.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 128Issue 6December 2002
Pages: 401

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Published online: Nov 15, 2002
Published in print: Dec 2002

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Willi H. Hager, F.ASCE
Professor, VAW, ETH-Zentrum, CH-8092 Zurich, Switzerland.

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