THEORETICAL AND EXPERIMENTAL STUDY OF THE HYDRAULIC JUMP IN U-SHAPED CHANNEL WITH POSITIVE SLOPE
Résumé
This paper presents both theoretical and experimental study of the hydraulic jump in a sloped U–shaped channel. A theoretical relation expressing the inflow Froude number as function of the upstream and downstream relative heights, the relative length of the jump and the channel slope. An experimental analysis is also proposed in order to correct the proposed relationship. For this purpose, six positive slopes are tested.Références
[1] Achour, B. and Debabeche, M., (2003) Control of Hydraulic jump by sill in a triangular channel, J. Hydraulic Research., 41(3), pp. 97-103.
[2] Achour, B. et Debabeche, M., (2003) Ressaut controlé par seuil dans un canal profilé en U, J. Hydraulic Research., 41(3), pp. 319-325.
[3] Argyropoulos, P., A., (1962) General solution of the hydraulic jump in sloping channels, Proc. ASCE, J. Hydraulic Division, (88), HY4, pp. 61-75.
[4] Bakhmeteff, B.A. and Matzke, A.E., (1938) The hydraulic jump in sloped channel, Transactions, ASME, 60(HYD-60-1), pp. 111-118.
[5] Beiram, M., K.and Chamani, M.,R., (2006) Hydraulic Jumps in Sloping Channels: Sequent Depth Ratio, J.Hydraulic Engineering., 32(10), pp. 1061-1068.
[6] Cherhabil, S., (2010) Le ressaut hydraulique dans les canaux prismatiques à pente variable, Thèse de doctorat en sciences, département de génie-civil et hydraulique, de l’université Mohamed Khider, Biskra, Algérie.
[7] Debabeche, M., Cherhabil, S., Hafnaoui, A., Achour, B., (2009) hydraulic jump in a sloped triangular channel, canadian journal of civil engineering, 36(4), pp. 655-658.
[8] Ead, S.A., and Rajaratnam, N., (2002) Hydraulic jump on corrugated beds, Journal of Hydraulic Engineering, 128(7),6 pp.56-663.
[9] Hager, W.H., (1989), Hydraulic jump in U-shaped channel, Proc.ASCE, J. Hydraulic Engineering, (115), pp.667-675.
[10] Kindsvater, C.E., (1944) The hydraulic jump in sloping channels. Transactions ASCE, 109 (1), pp.107-154.
[11] Mc Corcodal, J.A., and Mohamed, M.S., (1994) Hydraulic jumps on adverse slope, Journal of Hydraulic Research, 32(1), pp.119-130.
[12] Mikhalev, M.A., and Hoang, T.A., (1976) Kinematic characteristics of a hydraulic jump on a sloping apron, Power Technology and Engineering, 10 (7), pp. 686-690.
[13] Okada, A. et Aki, S., (1955). Experimental study of hydraulic jump on reversed slope apron, J. Tech. Lab., 5(6), Tokyo (in Japanese).
[14] Pagliara, S. and Peruginelli, A., (2000) Limiting and sill-controlled adverse-slope hydraulic jump. Journal of Hydraulic Engineering, 126(11), pp 847-850.
[15] Rajartnam, N., (1963) Discussion to “General Solution of the Hydraulic Jump in sloping Channels” by P.A. Argyropoulos. Proc. ASCE, J. Hydraulics Division 89(HY1), pp. 258-261.
[16] Rajaratnam, N., (1966) Hydraulic jump in sloping channel, J. Irrigation and Power (India), 23(Apr), pp.137-149, Discussion, 1967, 24(Jump), pp. 285-293.
[17] Rajaratnam, N. and Murahari, V., (1974) Flow characteristics of sloping channel jumps, Journal of Hydraulic Engineering, 100, pp. 731-740.
[18] Wielogorski, W. and Wilson, E.H., (1970) Non-dimensional profile area coefficients for hydraulic jump in sloping rectangular channels. Water Power, 22(4) pp. 144-150.
[2] Achour, B. et Debabeche, M., (2003) Ressaut controlé par seuil dans un canal profilé en U, J. Hydraulic Research., 41(3), pp. 319-325.
[3] Argyropoulos, P., A., (1962) General solution of the hydraulic jump in sloping channels, Proc. ASCE, J. Hydraulic Division, (88), HY4, pp. 61-75.
[4] Bakhmeteff, B.A. and Matzke, A.E., (1938) The hydraulic jump in sloped channel, Transactions, ASME, 60(HYD-60-1), pp. 111-118.
[5] Beiram, M., K.and Chamani, M.,R., (2006) Hydraulic Jumps in Sloping Channels: Sequent Depth Ratio, J.Hydraulic Engineering., 32(10), pp. 1061-1068.
[6] Cherhabil, S., (2010) Le ressaut hydraulique dans les canaux prismatiques à pente variable, Thèse de doctorat en sciences, département de génie-civil et hydraulique, de l’université Mohamed Khider, Biskra, Algérie.
[7] Debabeche, M., Cherhabil, S., Hafnaoui, A., Achour, B., (2009) hydraulic jump in a sloped triangular channel, canadian journal of civil engineering, 36(4), pp. 655-658.
[8] Ead, S.A., and Rajaratnam, N., (2002) Hydraulic jump on corrugated beds, Journal of Hydraulic Engineering, 128(7),6 pp.56-663.
[9] Hager, W.H., (1989), Hydraulic jump in U-shaped channel, Proc.ASCE, J. Hydraulic Engineering, (115), pp.667-675.
[10] Kindsvater, C.E., (1944) The hydraulic jump in sloping channels. Transactions ASCE, 109 (1), pp.107-154.
[11] Mc Corcodal, J.A., and Mohamed, M.S., (1994) Hydraulic jumps on adverse slope, Journal of Hydraulic Research, 32(1), pp.119-130.
[12] Mikhalev, M.A., and Hoang, T.A., (1976) Kinematic characteristics of a hydraulic jump on a sloping apron, Power Technology and Engineering, 10 (7), pp. 686-690.
[13] Okada, A. et Aki, S., (1955). Experimental study of hydraulic jump on reversed slope apron, J. Tech. Lab., 5(6), Tokyo (in Japanese).
[14] Pagliara, S. and Peruginelli, A., (2000) Limiting and sill-controlled adverse-slope hydraulic jump. Journal of Hydraulic Engineering, 126(11), pp 847-850.
[15] Rajartnam, N., (1963) Discussion to “General Solution of the Hydraulic Jump in sloping Channels” by P.A. Argyropoulos. Proc. ASCE, J. Hydraulics Division 89(HY1), pp. 258-261.
[16] Rajaratnam, N., (1966) Hydraulic jump in sloping channel, J. Irrigation and Power (India), 23(Apr), pp.137-149, Discussion, 1967, 24(Jump), pp. 285-293.
[17] Rajaratnam, N. and Murahari, V., (1974) Flow characteristics of sloping channel jumps, Journal of Hydraulic Engineering, 100, pp. 731-740.
[18] Wielogorski, W. and Wilson, E.H., (1970) Non-dimensional profile area coefficients for hydraulic jump in sloping rectangular channels. Water Power, 22(4) pp. 144-150.
Publiée
2016-11-29
Comment citer
CHERHABIL, S; DEBABECHE, M.
THEORETICAL AND EXPERIMENTAL STUDY OF THE HYDRAULIC JUMP IN U-SHAPED CHANNEL WITH POSITIVE SLOPE.
Courrier du Savoir, [S.l.], v. 21, nov. 2016.
ISSN 1112-3338.
Disponible à l'adresse : >http://univ-biskra.dz/revues/index.php/cds/article/view/1836>. Date de consultation : 22 déc. 2024
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