EFFECT OF ROUGHNESS ON THE CHARACTERISTICS OF THE HYDRAULIC JUMP EVOLVING INTO A RECTANGULAR CHANNEL OF COMPOUND SECTION.

Authors

  • Ali Ghomri Department of hydraulics and civil engineering university of El Oued, Algeria
  • Sena Lacheheb Laboratory for the exploitation and development of natural resources in arid zones, university of Ouargla, department of hydraulics and civil engineering university of Ouargla. Algeria
  • Walid Djamaa Laboratory for the exploitation and development of natural resources in arid zones, university of Ouargla, department of hydraulics and civil engineering university of Ouargla. Algeria

DOI:

https://doi.org/10.4314/jfas.1300

Keywords:

hydraulic jump, open channel, compound section channel, buffer basin, roughness

Abstract

the hydraulic jump is a phenomenon which characterizes the flow in the open channels. It can occur in the channels with rough beds making it possible to dissipate the significant kinetic energy. this work will analyze this kind of hydraulic jump producing in rough major beds for rectangular channels of compound section. the parameters influencing the length of the jump have been systematically studied [24]. the analyzes of the phenomenon were conducted using the general jump equation. the experimental data were carried out with the aim of establishing dimensional empirical approaches which vary according to the roughness imposed on the major bed. these additional approaches obtained are proposed. The results obtained showed that the rough major beds can be used to dissipate the hydraulic energies of the hydraulic jump that occurs in the stilling basins.

Downloads

Download data is not yet available.

References

Abbaspour, A., Hosseinzadeh Dalir, A., Farsadizadeh, D., and Sadraddini, A.A. (2009).“Effect of sinusoidal corrugated bed on hydraulic jump characteristics.” J. Hydro-Environ. Res., 3, 109–117.,

Benabdesselam, A. (2020). Approches theoriques et expéimentale du ressaut hydraulique dans un profil de canal composes (Doctorat dissertation, Université Mohamed Khider-Biskra).

Carollo, F. G., Ferro, V., & Pampalone, V. (2007). Hydraulic jumps on rough beds. Journal of Hydraulic Engineering, 133(9), 989-999.

Chanson, H. (2011). “Hydraulic jumps: turbulence and air bubble entrainment” J. La Houille Blanche., 1, 5–16.

Debabeche, M., Kateb, S., & Ghomri, A. (2006). Etude expérimentale du ressaut hydraulique dans un canal triangulaire à parois rugueuses. LARHYSS Journal P-ISSN 1112-3680/E-ISSN 2521-9782.

De Leo, Annalisa, et al.(2020) "The effects of hydraulic jumps instability on a natural river confluence: The case study of the Chiaravagna River (Italy)." Water 12(7):2027.

Djamaa, W., Ghomri. A., (2020)., Study of experimental approach of the relative length of the surface role of the hydraulic jump evolving in a rectangular channel of section composed with rough bottom; Journal of Fundamental and Applied Sciences ISSN 1112-9867.

Djamaa, W., Ghomri. A., Khechana. S., (2021)., Study of the experimental approach of the relative threshold of the hydraulic jump evolving in a rectangular channel of composed section with rough minor bed; Journal of Fundamental and Applied Sciences ISSN 1112-9867.

Ead, S.A., and Rajaratnam, N. (2002). “Hydraulic jump on corrugated bed.” J.Hydraul. Eng. ASCE, 128(7), 656-663.

Esfahani, M. J. (2017). Characteristics of hydraulic jump on rough bed with adverse slope. ISH Journal of Hydraulic Engineering, 23(3), 301-307.

GHOMRI, A. (2012). Le ressaut hydraulique dans les canaux prismatique à parois rugueuses (Doctoral dissertation, Université Mohamed Khider-Biskra).

Ghomri, A., Riguet, F., & Debabeche, M. (2013). Effect for a single roughness  = 5, 63mm of experimental to study hydraulic jump profile in a channel in ua rough bottom. Journal of Fundamental and Applied Sciences, 5(1), 25-39.

Ghomri, A., & Riguet, F. (2010). Contribution to the experimental study of the hydraulic jump evolving in an U-Shaped channel, with rough bed. Journal of Fundamental and Applied Sciences, 2(2), 254-271.

Ghomri, A., Riguet, F., & Debabeche, M. (2012). Effect for a single roughness  = 9,11 mm of ecperimental to study hydraulic jump profile in a channel in U rough bottom. Journal of Fundamental and Applied Sciences, 4(2), 1-15.

Gupta, S. K., Mehta, R. C., & Dwivedi, V. K. (2013). Modeling of relative length and relative energy loss of free hydraulic jump in horizontal prismatic channel. Procedia engineering, 51, 529-537.

Hachemi Rachedi, L., (2005), Analyse d’un écoulement au travers d’une contraction latérale, Mémoire de magister en hydraulique, Département d’hydraulique, Université de Biskra.

Hughes, W.C., Flack, J.E., 1984. Hydraulic jump properties over a rough bed. Journal of Hydraulic Engineering 110 (12), 1755-1771.

Izadjoo, F., and Shafai Bejestan, M. (2007). “Corrugated bed hydraulic jump stilling basin.” J. Appl.Sci., 7, 1164–1169.

Khattaoui, M, & Achour, B. (2012). RESSAUT HYDRAULIQUE EN LIT COMPOSE HYDRAULIC JUMP IN COMPOUND CHANEL. Le Journal de l'Eau et de l'Environnement, 11(20), 44-51.

Leutheusser, H.J., Schiller, E.J., 1975. Hydraulic jump in a rough channel. Water Power and Dam Construction 27 (5), 186-191.

Mohamed Ali, H.S., 1991. Effect of roughened-bed stilling basin on length of rectangular hydraulic jump. Journal of Hydraulic Engineering 117 :1(83).

Negm, A.M. (2002). “Optimal roughened length of prismatic stilling basins.” Proc., Int. Conference on Hydro-Science and Engineering Conference, Warsaw, September,18-21.

Nasr Esfahani, M.J., and Shafai Bejestan, M. (2012). “Design of stilling basins using artificial roughness.” J. Civ. Eng., 2(4), 159–163.

Pagliara, S., Lotti, I., & Palermo, M. (2008). Hydraulic jump on rough bed of stream rehabilitation structures. Journal of Hydro-Environment Research, 2(1), 29-38.

Pourabdollah, N., Heidarpour, M., & Koupai, J. A. (2019). An experimental and analytical study of a hydraulic jump over a rough Bed with an adverse slope and a positive step. Iranian Journal of Science and Technology, Transactions of Civil Engineering, 43(3), 551-561.

Riguet, F., M. Debabeche, and A. Ghomri. "Experimental study of the sequent depth ration of the hydraulic jump in a straight compound rectangular channel." Journal of Fundamental and Applied Sciences 12.1S (2020): 56-65.

Retsinis, E., & Papanicolaou, P. (2020). Numerical and Experimental Study of Classical Hydraulic Jump. Water, 12(6), 1766.

Rajaratnam, N. (1968). “Hydraulic jump on rough bed.” Trans. Eng. Ins., Canada. 11, 1–8.

Türker, U., & Valyrakis, M. (2021). Hydraulic jump on rough beds: conceptual modeling and experimental validation. Water Supply, 21(4), 1423-1437.

Tokyay, N.D. (2005). “Effect of channel bed corrugations on hydraulic jumps.” Impacts of Global Climate Change Conference, EWRI, May, Anchorage, Alaska, 408–416.

Downloads

Published

2023-01-02

How to Cite

GHOMRI, A.; LACHEHEB, S. .; DJAMAA, W. EFFECT OF ROUGHNESS ON THE CHARACTERISTICS OF THE HYDRAULIC JUMP EVOLVING INTO A RECTANGULAR CHANNEL OF COMPOUND SECTION. Journal of Fundamental and Applied Sciences, [S. l.], v. 15, n. 1, p. 50–61, 2023. DOI: 10.4314/jfas.1300. Disponível em: https://jfas.info/index.php/JFAS/article/view/1300. Acesso em: 31 jan. 2025.

Issue

Vol. 15 No. 1 (2023)

Section

Articles

License

Copyright (c) 2022 Ali Ghomri, S. Lacheheb, W. Djamaa

Creative Commons License

This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.