Investigation of Undular Hydraulic Jump over Smooth Beds
Commenced in January 2007
Frequency: Monthly
Edition: International
Paper Count: 32797
Investigation of Undular Hydraulic Jump over Smooth Beds

Authors: F. Rostami, M. Shahrokhi, M. A. Md Said, S.R. Sabbagh-Yazdi

Abstract:

Undular hydraulic jumps are illustrated by a smooth rise of the free surface followed by a train of stationary waves. They are sometimes experienced in natural waterways and rivers. The characteristics of undular hydraulic jumps are studied here. The height, amplitude and the main characteristics of undular jump is depended on the upstream Froude number and aspect ratio. The experiments were done on the smooth bed flume. These results compared with other researches and the main characteristics of the undular hydraulic jump were studied in this article.

Keywords: Undular Hydraulic Jump, low Froude Number, wave characteristics

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1328798

Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 1909

References:


[1] Montes, J.S., Undular Hydraulic Jump - Discussion. Journal of the Hydraulics Division, ASCE, 1979. 105(HY9): p. 1208-1211.
[2] Montes, J.S., A study of the undular jump profile, in 9th Australasian Fluid Mechanics Conference, AFMC. 1986: Auckland, New Zealand. p. 148-151.
[3] Gibson, A.H., The Effect of Surface waves on the Discharge over Weirs, in Proc. Instn Civ. Engrs. 1930: UK. p. 3-18.
[4] Chanson, H., Flow characteristics of undular hydraulic jumps. Comparison with near-critical flows. 1995, Dept. of Civil Engineering, University of Queensland: Australia.
[5] Chanson, H., Characteristics of Undular Hydraulic Jumps. 1993, Dept. of Civil Engineering, University of Queensland: Australia. p. 109.
[6] Chanson, H. and J.S. Montes, Characteristics of undular hydraulic jumps. Experimental apparatus and flow patterns. Journal of Hydraulic Engineering - ASCE, 1995. 121(2): p. 129-144.
[7] Ohtsu, I., Y. Yasuda, and H. Gotoh, Characteristics of undular jumps in rectangular channels, in XXVI Int. Association for Hydraulic Research Congress. 1995: London. p. 450-455.
[8] Ohtsu, I., Y. Yasuda, and H. Gotoh, Flow Conditions of Undular Hydraulic Jumps in Horizontal Rectangular Channels. Journal of Hydraulic Engineering, 2003. 129(12): p. 948-955.
[9] Bakhmeteff, B.A. and A.E. Matzke, The Hydraulic jump in terms of dynamic similarity. Trans. ASCE 1936. 101: p. 630-647.
[10] Binnie, A.M. and J.C. Orkney, Experiments on the flow of water from a reservoir through an open channel. II. The formation of hydraulic jump. Proc. Roy. Soc. London Ser., 1955. A 230: p. 237-245.
[11] Sandover, J.A. and P. Holmes, The Hydraulic Jump in Trapezoidal Channels. Water Power, 1962. Nov: p. 445-449.
[12] Andersen, V.M., Undular hydraulic jump. Journal of the Hydraulics Division, ASCE, 1978. 104 (HY8): p. 1185-1188.
[13] Iwasa, Y., Undular jump and its limiting conditions for existence, in Proc. 5th Japan National Congress for Applied Mechanics. 1955: Japan. p. 315-319.
[14] Jones, L.E., Some Observations on the Undular Jump. Journall of Hydraulic Division., ASCE, 1964. 90(No. HY3): p. 69-82.
[15] Lemoine, R., Sur les ondes positives de translation dans les canaux et sur le ressaut ondulé de faible amplitude. J. La Houille Blanche 1948: p. 183-185.
[16] Serre, F., Contribution à l-etude des ecoulements permanents et variables dansles canaux. J. La Houille Blanche, 1953: p. 830-872
[17] Ryabenko, A.A., Conditions favorable to the existence of an undulating jump. Gidrotekhnicheskoe Stroitel-stvo, 1990. 12: p. 29-34.
[18] Koch, C. and H. Chanson, Turbulent mixing beneath an undular bore front. J. Coastal Res., 2008. 24(4): p. 999-1007.
[19] Henderson, F.M., Open Channel Flow. 1966, New York, USA: MacMillan Company.
[20] Koch, C. and H. Chanson, An experimental study of tidal bores and positive surges: Hydrodynamics and turbulence of the bore front. 2005, Dept. of Civil Engineering, The University of Queensland: Brisbane, Australia. p. 170.
[21] Rouse, H., Fluid Mechanics for Hydraulic Engineers. 1938, New York, USA: McGraw-Hill Publ.
[22] Chanson, H., Current knowledge in hydraulic jumps and related phenomena. A survey of experimental results. European Journal of Mechanics B/Fluids, 2009. 28: p. 191-210.
[23] Montes, J.S. and H. Chanson, Characteristics of undular hydraulic jumps: Experiments and Analysis. Journal of Hydraulic Engineering, ASCE, 1998. 124(2): p. 192-205.
[24] Chanson, H., Boundary shear stress measurements in undular flows: Application to standing wave bed forms. Water Resource Research. , 2000. 36(10): p. 3036-3076.
[25] Ohtsu, I., Y. Yasuda, and H. Gotoh, Hydraulic condition for undularjump formations. Journal of Hydraulic Research, IAHR., 2001. 39(2): p. 203-209.
[26] Chanson, H., Physical modelling of the flow field in an undular tidal bore. journal of Hydraulic Research, 2005. 43 (3): p. 234-244.
[27] Lennon, J.M. and D.F. Hill, Particle image velocimetry measurements of undular and hydraulic jumps. Journal of Hydraulic Engineering, ASCE., 2006. 132(12): p. 1283-1294.
[28] Meftah, M.B., et al., Analysis of the velocity field in a large rectangular channel with lateral shockwave. Environmental Fluid Mechanics, 2007. 7(6): p. 519-536.
[29] Troskolanski, A.T., Hydrometry: Theory and Practice of Hydraulic Measurements. 1960, Oxford, UK: Pergamon Press.
[30] Darcy, H.P.G. and H.E. Bazin, Recherches hydrauliques Vol. Parties 1ère et 2ème. 1865, Paris, France: Imprimerie Impériales.
[31] Fawer, C., Etude de Quelques Ecoulements Permanents à Filets Courbes ('Study of some Steady Flows with Curved Streamlines.). 1937, Thesis, Lausanne, Switzerland,: Switzerland, Imprimerie La Concorde.
[32] Hager, W.H. and K. Hutter, On Pseudo-Uniform Flow in Open Channel Hydraulics. ActaMechanica, 1984. 53(183-200).
[33] Liggett, J.A., Fluid Mechanics. 1994, New York, USA: McGraw-Hill.