Discussions and Closure: Characteristics of Undular Hydraulic Jumps: Experimental Apparatus and Flow Patterns
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Hydraulic Engineering
Volume 123, Issue 2
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References
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Ohtsu, I., Yasuda, Y., and Gotoh, H. (1995). “Characteristics of undular jumps in rectangular channels.” Proc., 26th IAHR Congr., Hydra 2000, London, England, 1C14.
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Treske, A. (1994). “Undular bores (Favre-waves) in open channels—Experimental studies.” J. Hydr. Res., 32(3), 355–370.
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Chanson, H. (1995a). “Flow characteristics of undular hydraulic jumps. Comparison with near-critical flows.” Rep., Dept. of Civ. Engrg., Univ. of Queensland, Australia.
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Chanson, H. (1995b). “Ressaut Hydraulique Ondulé: Mythes et Réalités. (Undular Hydraulic Jump: Myths and Realities).” Journale La Houille Blanche), 7, 54–65 (in French).
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Chanson, H., and Montes, J. S. (1995). “Characteristics of undular hydraulic jumps. Experimental apparatus and flow patterns.” J. Hydr. Engrg., ASCE, 121(2), 129–144.
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Darcy, H. P. G., and Bazin, H. (1865). “Recherches Expérimentales sur l'Ecoulement de I'Eau dans les Canaux Découverts (Experimental Research on Water Flow in Open Channels.” Mémoires présentés par divers savants à l'Académie des Sciences, Paris, France, 19, 1–494 (in French).
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Fawer, C. (1937). “Etude de Quelques Ecoulements Permanents à Filets Courbes (Study of some Steady Flows with Curved Streamlines.” Thesis, Lausanne, Switzerland, Imprimerie La Concorde (in French).
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Ryabenko, A. A. (1990). “Conditions Favorable to the Existence of an Undulating Jump.” Gidrotekhnicheskoe Stroitel'stvo, 12, 29–34 (in Russian).
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Copyright © 1997 American Society of Civil Engineers.
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Published online: Feb 1, 1997
Published in print: Feb 1997
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