Document Type : Original Manuscript

Authors

1 Department of Water Sciences and Engineering, Ahvaz Branch, Islamic Azad University, Ahvaz, Iran

2 Department of Water Sciences and Engineering, Ahvaz Branch, Islamic Azad University, Ahvaz, Iran.

Abstract

Due to the simplicity of operation, Stepped Chutes are among the most common water buildings to reduce water flow energy in irrigation systems. So this research has studied the impact of structure slope, the number of stairs and structure height on energy dissipation rate in stepped chutes. Experimental models used in 2, 20 and 30 cm height, 26.5-degree slope channels (1: 2) and 33.3 degrees (1: 1.5) and in 3, 5, and 7 stairs were built. All tests were done in 4 different rate discharges 10, 13, 15 and 20 liters per second in the laboratory flume, Islamic Azad University of Ahvaz. The results showed that by increasing the amount of  the energy dissipation rate will be reduced. It can be also seen that for a certain value of  Yc/Δz, the increase in the number of stairs reduces the amount of relative energy dissipation. Also Results showed that increasing the slope, the relative energy dissipation rate increases. In this study, the maximum amount of relative energy dissipation for a model with a slope of z = 2 and a height of 30 cm obtained and the minimum amount of energy dissipation for a model with a slope of z = 1.5 and a height of 20 cm obtained. Results showed that increasing the Froude number, the energy dissipation rate will be reduced.

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Main Subjects

Amador, A., Van der Graaf, G., Sánchez-Juny, M., Dolz, J., Sánchez-Tembleque, F., Puertas, J. and Girona, C.J., 2004, July. Characterization of the flow field in a stepped spillway by PIV. In Proc. 12th Symp. Applications Laser to Fluid Mechanics (pp. 12-15).
Beirami, M.K. and Hoseiny, M.I., 2022. Forced Hydraulic Jump by One and Two Continuous Sills in a Horizontal Stilling Basin. Journal of Advanced Materials in Engineering (Esteghlal)24(1), pp.97-119. (In Persian)
Chamani M.R. and N.  Rajaratnam .1994. Jet  Flow  On  Stepped  Spillways . Jurnal of Hydraulic  Engineering  (ASCE) 120(2) : 254-259.
Chamani, M.R. and Rajaratnam, N., 1999. Characteristics of skimming flow over stepped spillways. Journal of Hydraulic Engineering125(4), pp.361-368.
Chanson, H. and Toombes, L., 2001. Experimental investigations of air entrainment in transition and skimming flows down a stepped chute: application to embankment overflow stepped spillways.
Chanson, H., 2002. Hydraulics of stepped chutes and spillways. CRC Press.
Chen, Q., Dai, G. and Liu, H., 2002. Volume of fluid model for turbulence numerical simulation of stepped spillway overflow. Journal of Hydraulic Engineering128(7), pp.683-688.
Chinnarasri, C. and Wongwises, S., 2006. Flow patterns and energy dissipation over various stepped chutes. Journal of irrigation and drainage engineering132(1), pp.70-76.
Chinnarasri, C. and Wongwises, S., 2004. Flow regimes and energy loss on chutes with upward inclined steps. Canadian Journal of Civil Engineering31(5), pp.870-879.
Fabian A. Bombardelli and Arthur R. Schmidt. 2003. Book Reviews. Journal of Hydraulic Research, 41(3), pp. 327-330.
Fazeli, E. and Heidari, M.M., 2018. Evaluation of Energy Dissipation and Hydraulic Characteristics of Flow on Simple and Inclined Stepped Spillways using FLUENT Model. Irrigation Sciences and Engineering41(3), pp.185-199. (In Persian)
Felder, S. and Chanson, H., 2011. Energy dissipation down a stepped spillway with nonuniform step heights. Journal of Hydraulic Engineering137(11), pp.1543-1548.
Haji Azizi, S., Samadi, A. and Salmasi, F., 2016. Numerical Study of Flow on Stepped Spillway and Its Comparison with Experimental Results. Water and Soil Science26(2-1), pp.155-165, (In Persian).
Hydari Arjloo, S., Mosavi, Jahromi, S. H. And Farazmand, S., 2009. Investigation of Flow Hydraulic in stepped spillway whith Using Physical Models. Proceedings of the 2th national Conference on Irrigation and Drainage Networks management. January- 20-1-2009. University of Shahid Chamran, (In Persian).
Moradi Sabzkohi, A., Kashefipour, S. M. and Bina, M., 2011. In vitro comparison of energy dissipation rate in slopers. Journal of Science and Technology of Agriculture and Natural Resources. 15(56): pp 209-221. (In Persian).
Rouse, H., 1943. Discussion to ‘‘Energy loss at base of a Free overfall’’by WL Moore. Trans. ASCE108(1383), p.1.
Saadi, H. and Sajadi, S. M., 2018. Experimental Investigation of Hydraulic Jump Characteristics in Ogee Spillway Stilling Basin by Perforated Stepped Sill. Irrigation and Drainage Structures Engineering Research. 19(70), pp 85-98. (In Persian).
Salmasi, F. and Oronaghi, H., 2013.The effect of the slope on the energy damping of the flow over a stepped spillway. Journal of Environment and Water Engineering. 1(1): pp 47-56. (In Persian).
Shahheydari, H., Nodoshan, E.J., Barati, R. and Moghadam, M.A., 2015. Discharge coefficient and energy dissipation over stepped spillway under skimming flow regime. KSCE Journal of Civil Engineering19, pp.1174-1182.
Sori, N. and Mojtahedi, A., 2015. Investigation of effects of the geometry on rate of energy dissipation of the flow over the stepped spillway using fuzzy inference systems. Journal of Civil and Environmental Engineering45(80), pp.25-39.
Taroumideh, F., Fazloula, R., Emadi, A. and Mirnaseri, M., 2018. Investigation the Effect of Longitudinal Profile of Stepped Spillway on Flow Energy Dissipation. Iranian Journal of Irrigation & Drainage12(2), pp.248-259.
White, M.P., Bakhmeteff, B.A., Feodoroff, N.V., Kindsvater, C.E., Christiansen, J.E., Hall, L.S. and Rouse, H., 1943. Discussion of “White on Energy Loss”. Transactions of the American Society of Civil Engineers108(1), pp.1361-1387.