EXPERIMENTAL STUDY OF HYDRAULIC JUMP CHARACTERISTICS IN TRIANGULAR CHANNEL ETUDE
Résumé
The hydraulic jump is the turbulent transition from supercritical to subcritical flow. The aim of this work is to contribute to a best understanding of the behavior of hydraulic jump in a symmetrical triangular channel of central angle of 90°. New experiments were conducted to quantify its characteristics for a wide range of Froude numbers (2 < F1 < 11). The analysis of the experimental results shows the insufficiency of the equations already suggested, deducted from the half triangular channel studied by Hager and Wanoschek (1985). The influence of the upstream sequent depth on the features of the hydraulic jump and especially the surface profile is considered.Some relationships, translating the sizes of the characteristics of the hydraulic jump in asymmetrical triangular channel, are presented in dimensionless terms, in order to show their general practical validity. The effects of the cross-sectional are investigated as well.
This research is applied particularly in the conception of dams’ stilling basins.
Références
[1] Achour, B., Debabeche, M., 2003. Ressaut hydraulique contrôlé par seuil dans un canal triangulaire. Journal of Hydraulic Research 3, 319-325.
[2] Abdul, M., 2008. Experiment on hydraulic jump in sudden expansion in a sloping rectangular channel. Bangladesh, Journal of Civil Engineering (IEB) 36, 65-77.
[3] Bessaih, N., Azua A., 2002. Effect of baffle block with sloping front face on the length of the jump. Journal of Civil Engineering, The Institution of Engineers Bangladesh, Vol. CE 30, No – 2.
[4] Chanson, H., 2012. Momentum Considerations in Hydraulic Jumps and Bores. Journal Irrigation Drainnage Engineering 138(4), 382–385.
[5] Chyan-Deng, J., Chia-Jung, C., 2009. Hydraulic jump in an inclined rectangular chute contraction. Journal of Hydraulic Engineering, ASCE, Vol. 135, No 11, 949-958.
[6] Debabeche, M., Ghomri, A., Kateb, S. and Achour, B., 2011. Theoretical Study of the Hydraulic Jump in a Triangular Channel with Rough Walls. Dam Engineering, International Water Power an Dam Construction, Vol. XXII, Issue 1.
[7] Debabeche, M., Kateb, S., Ghomri, A., 2006. Etude expérimentale du ressaut hydraulique dans un canal triangulaire à parois rugueuses. Journal du Laboratoire de recherche en Hydraulique Souterraine et de Surface, LARHYSS, Université de Biskra, Algérie 05,187-196.
[8] Hager, W.H., Wanoschek R., 1985. Ressaut hydraulique en canal triangulaire.Journal of Hydraulic Research 5, 549-564.
[9] Rajaratnam, N., 2002. Hydraulic jumps on corrugated beds, J. Hydraul. Engng., ASCE 128, 656-336.
[10] Richard, G. L., Gavrilyuk, S. L., 2013. The classical hydraulic jump in a model of shear shallow water flows. Journal Fluid Mechanics 725, 492–521.
[11] Sanjeev Kumar, G., Mehta, R., C., 2010. Experimental study of hydraulic jump characteristics in sloping prismatic channels. Proceedings of ICTACEM, International Conference on Theoretical, Applied, Computational and Experimental Mechanics, IIT Kharagpur, India.
[12] Wang, H., Chanson, H., 2015. Experimental Study of Turbulent Fluctuations in Hydraulic Jumps. Journal of Hydraulic Eng. 10.1061(ASCE) HY.1943-7900.
[2] Abdul, M., 2008. Experiment on hydraulic jump in sudden expansion in a sloping rectangular channel. Bangladesh, Journal of Civil Engineering (IEB) 36, 65-77.
[3] Bessaih, N., Azua A., 2002. Effect of baffle block with sloping front face on the length of the jump. Journal of Civil Engineering, The Institution of Engineers Bangladesh, Vol. CE 30, No – 2.
[4] Chanson, H., 2012. Momentum Considerations in Hydraulic Jumps and Bores. Journal Irrigation Drainnage Engineering 138(4), 382–385.
[5] Chyan-Deng, J., Chia-Jung, C., 2009. Hydraulic jump in an inclined rectangular chute contraction. Journal of Hydraulic Engineering, ASCE, Vol. 135, No 11, 949-958.
[6] Debabeche, M., Ghomri, A., Kateb, S. and Achour, B., 2011. Theoretical Study of the Hydraulic Jump in a Triangular Channel with Rough Walls. Dam Engineering, International Water Power an Dam Construction, Vol. XXII, Issue 1.
[7] Debabeche, M., Kateb, S., Ghomri, A., 2006. Etude expérimentale du ressaut hydraulique dans un canal triangulaire à parois rugueuses. Journal du Laboratoire de recherche en Hydraulique Souterraine et de Surface, LARHYSS, Université de Biskra, Algérie 05,187-196.
[8] Hager, W.H., Wanoschek R., 1985. Ressaut hydraulique en canal triangulaire.Journal of Hydraulic Research 5, 549-564.
[9] Rajaratnam, N., 2002. Hydraulic jumps on corrugated beds, J. Hydraul. Engng., ASCE 128, 656-336.
[10] Richard, G. L., Gavrilyuk, S. L., 2013. The classical hydraulic jump in a model of shear shallow water flows. Journal Fluid Mechanics 725, 492–521.
[11] Sanjeev Kumar, G., Mehta, R., C., 2010. Experimental study of hydraulic jump characteristics in sloping prismatic channels. Proceedings of ICTACEM, International Conference on Theoretical, Applied, Computational and Experimental Mechanics, IIT Kharagpur, India.
[12] Wang, H., Chanson, H., 2015. Experimental Study of Turbulent Fluctuations in Hydraulic Jumps. Journal of Hydraulic Eng. 10.1061(ASCE) HY.1943-7900.
Publiée
2017-02-06
Comment citer
MASMOUDI, R..
EXPERIMENTAL STUDY OF HYDRAULIC JUMP CHARACTERISTICS IN TRIANGULAR CHANNEL ETUDE.
Courrier du Savoir, [S.l.], v. 22, fév. 2017.
ISSN 1112-3338.
Disponible à l'adresse : >https://revues.univ-biskra.dz./index.php/cds/article/view/1911>. Date de consultation : 14 nov. 2024
Rubrique
Articles
