Discussion of “Characteristics of Circular‐Crested Weirs” by Amruthur S. Ramamurthy and Ngoc‐Diep Vo (September, 1993, Vol. 119, No. 9)
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References
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Fawer, C. (1937). “Etude de quelques écoulements à filets courbes” (Study on some flows with curved streamlines), thesis, l'Université de Lausanne, La Concorde, Lausanne, Switzerland (in French).
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Hager, W. H. (1985). “Critical flow condition in open channel hydraulics.” Acta Mechanica 54, 157–179.
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Hager, W. H. (1993). “Abfluss über zylinderwehr” (Flow over cylindric weirs). Wasser und Boden, 44(1), 9–12 (in German).
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Hégly, V.‐M. (1939), “Expériences sur l'écoulement de l'eau au‐dessus et en dessous des barrages cylindriques” (Experiments on the water flow over and under cylindric weirs). Annales des Ponts et Chaussées, 109(9), 235–281 (in French).
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Matthew, G. D. (1963). “On the influence of curvature, surface tension and viscosity on flow over round‐crested weirs.” Proc., Instn. Civ. Engrs., 28, 557–569.
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Montes, S. V. (1970). “Flow over round crested weirs.” L'Energia Elettrica 47(3), 155–164.
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Rouvé, G., and Indlekofer, H. (1974). “Abfluss über geradlinige wehre mit halbkreisförmigem überfallprofil” (Flow over straight‐crested weirs with a semicircular overfall crest). Bauingenieur 49(7), 250–256 (in German).
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Published In
Journal of Hydraulic Engineering
Volume 120 • Issue 12 • December 1994
Pages: 1494 - 1495
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Copyright © 1994 American Society of Civil Engineers.
History
Published online: Dec 1, 1994
Published in print: Dec 1994
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