Discussion of “Broad-Crested Weir” by Willi H. Hager and Markus Schwalt
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References
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Andersen, V. M.(1978). “Undular hydraulic jump.”J. Hydr. Div., ASCE, 104(8), 1185–1188.
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Binnie, A. M., and Orkney, J. C.(1955). “Experiments on the flow of water from a reservoir through an open channel. II. the formation of hydraulic jump.”Proc., Royal Soc., London, Series A, 230, 237–245.
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Chanson, H. (1993). “Characteristics of undular hydraulic jumps.”Res. Rep. No. CE146, Dept. of Civ. Engrg., Univ. of Queensland, Australia.
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Iwasa, Y. (1955). “Undular jump and its limiting conditions for existence.”Proc. 5th Japan Nat. Congress for Applied Mech., II-14, 315–319.
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Montes, J. S.(1979). “Discussion of undular hydraulic jump.”J. Hydr. Div., 105(9), 1208–1211.
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Serre, F. (1953). “Contribution à l'etude des ecoulements permanents et variables dans les canaux. (Contribution to the study of permanent and nonpermanent flows in channels.)”J. Houille Blanche, Dec., 830–872 (in French).
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Tison, L. J. (1950). “Le déversoir epais (Broad-crested weir.)”J. Houille Blanche, 426–439 (in French).
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Woodburn, J. G.(1932). “Discussion of tests of broad-crested weirs.”Trans., ASCE, 96, 447–453.
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Published In
Journal of Irrigation and Drainage Engineering
Volume 121 • Issue 2 • March 1995
Pages: 222 - 224
Copyright
Copyright © 1995 American Society of Civil Engineers.
History
Published online: Mar 1, 1995
Published in print: Mar 1995
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