DISCUSSIONS AND CLOSURES
May 1, 1994

Discussion of “Momentum Model for Flow Past Weir” by Amruthur S. Ramamurthy, Ngoc‐Diep Vo, and German Vera (November/December, 1992, Vol. 118, No. 6)

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References

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Bazin, H. (1898). Expériences nouvelles sur l'écoulement en déversoir. Dunod, Paris, France.
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Boussinesq, J. (1907). Theorie approchée de l'écoulement de l'eau sur un déversoir. L. Courtier, Paris, France.
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Davidson, P. A., and Matthew, G. D. (1982). “Potential flow over weirs of moderate curvature.” J. Engrg. Mech. Div., 108(5), 689–707.
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Eisner, F. (1931). Überfallversuche in verschiedener Modellgrösse.” Zeitschrift für angewandte Mathematik und Mechanik, Berlin, Germany, 11(6), 416–422 (in German).
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Fawer, C. (1937). “Etude de quelques écoulements à filets courbes,” PhD thesis, University of Lausanne, Lausanne, Switzerland.
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Hager, W. H. (1993). “Abfluss über Zylinderwehr.” Wasser und Boden, Hamburg, Germany, 45(1), 9–14 (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.” Annales des Ponts et Chaussées, Paris, France, 109(9), 235–281 (in French).
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Jaeger, C. (1933a). “Notes sur le calcul des déversoirs et seuils.” Bulletin Technique de la Suisse Romande, Lausanne, Switzerland, 59(13), 153–156 (in French).
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Jaeger, C. (1933b). “Notes sur le calcul des déversoirs et seuils.” Bulletin Technique de la Suisse Romande, Lausanne, Switzerland, 59(14), 166–169 (in French).
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Jaeger, C. (1940). “Erweiterung der Boussinesq'schen Theorie des Abflusses in offenen Gerinnen.—Abflüsse über abgerundete Wehre.” Wasserkraft und Wasserwirtschaft, Stuttgart, Germany, 35(4), 83–86 (in German).
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Keutner, C. (1933). “Der Einfluss der Krümmung der Wasserfäden auf die Energiebilanz und das Wasserabführungsvermögen von abgerundeten und scharfkantigen Wehrkörpern.” Wasserkraft und Wasserwirtschaft, Stuttgart, Germany, 28(3), 25–29; 28(4), 43–47; 28(14), 165–166 (in German).
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Matthew, G. D. (1967). “Discussion of ‘Potential flow over spillways at low heads,’ by C. W. Lenau.” J. Engrg. Mech. Div., 94(1), 354–359.
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Maxwell, W. H. C., and Weggel, J. R. (1969). “Surface tension in Froude models.” J. Hydr. Div., ASCE, 95(2), 677–701; 96(3), 845.
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Montes, S. V. (1970). “Flow over round crested weirs.” L'Energia Elettrica, 47(3), 155–164.
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Rehbock, T. (1911). “Feste wehre.” Handbuch der Ingenieurwissenschaften, Band 2, Stauwerke, Auflage 4, W. Engelmann, Leipzig, Germany (in German).
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Rouvé, G., and Indlekofer, H. (1974). “Abfluss über geradlinige Wehre mit halbkreisförmigem Überfallprofil.” Bauingenieur, Berlin, Germany, 49(7), 250–256 (in German).

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 120Issue 3May 1994
Pages: 684 - 685

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Published online: May 1, 1994
Published in print: May 1994

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Willi H. Hager, Member, ASCE
Sr. Res. Engr., VAW, ETH‐Zentrum, CH‐8092 Zurich, Switzerland

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