Discussion of “End Depth–Discharge Relation at Free Overfall of Trapezoidal Channels” by A. S. Ramamurthy, Chao Zhai, and Junying Qu
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Volume 132, Issue 3
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References
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Anastasiadou-Partheniou, L., and Hatzigiannakis, E. G. (1997). “Triangular free overfall (discharge measurements-flow profiles).” Hydrotechnika, 7th Panhellenic Conf. E. Y. E., (Hellenic Hydrotechnical Association), Patra, Greece, 226–233 (in Greek).
Dey, S. (2002). “Free overfall in open channels: State-of-the-art review.” Flow Meas. Instrum., 13, 247–264.
Diskin, M. H. (1961). “End depth at a drop in trapezoidal channels.” J. Hydraul. Div., Am. Soc. Civ. Eng. 87(4), 11–32.
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Hatzigiannakis, E. G., Anastasiadou-Partheniou, L., and Terzidis, G. (1998). “Trapezoidal free overfall (simplified equation for discharge predictions).” Protection and Restoration of the Environment IV, Proc., Int. Conf., Vol. I 181–188, Halkidiki, Greece.
Keller, R. J., and Fong, S. S. (1989). “Flow measurement with trapezoidal free overfall.” J. Irrig. Drain. Eng., 115(1), 125–136.
Terzidis, G. (1985). “Hydraulic characteristics of rectangular free overfall. ” Hydrotechnika, 2nd Panhellenic Conf. E. Y. E., (Hellenic Hydrotechnical Association), Plesio, Athens, Greece, 11–28 (in Greek).
Terzidis, G., and Anastasiadou-Partheniou, L. (1990). “Discussion of ‘Flow measurement with trapezoidal free overfall’ by R. J. Keller and S. S. Fong.” J. Irrig. Drain. Eng., 116(6), 860–862.
Terzidis, G., and Anastasiadou-Partheniou, L. (1991). “Trapezoidal free overfall as flow measuring device.” Advances in Water Resources Technology, G. Tsakiris, ed., Balkema, Rotterdam, The Netherlands, 35–41.
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Published In
Journal of Irrigation and Drainage Engineering
Volume 132 • Issue 3 • June 2006
Pages: 306 - 307
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© 2006 ASCE.
History
Published online: Jun 1, 2006
Published in print: Jun 2006
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