Hamedi, Amirmasoud and Ketabdar, Milad and Fesharaki, Mohammad and Mansoori, Abbas (2015): Nappe flow regime energy loss in stepped chutes equipped with reverse inclined steps: experimental development. Published in: Florida Civil Engineering Journal (January 2016): pp. 28-37.
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Abstract
With advances in technology and the invention of the Roller-Compacted Concrete (R.C.C) technique, stepped spillway construction has become much faster than in the past. Due to this, designers have become more interested in using this kind of chute as one of the best energy dissipaters. Along with the increasing use of stepped spillways, researchers have focused on increasing the efficiency of this hydraulic structure. They have proposed different methods to achieve this. Step geometry optimization, regarding flow regime type, is one of these efforts. In this experimental research, reverse inclined steps have been applied for three degrees (7o, 10 o, and 12o) to investigate their effect on the energy dissipation rate in the Nappe Flow Regime of stepped spillways. Energy loss rates obtained from the reverse inclined steps have been compared with the energy loss rate in a horizontal step. Results indicate a slight increase in the energy loss rate when the reverse inclined steps have been applied in the Nappe Flow Regime of stepped spillways.
Item Type: | MPRA Paper |
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Original Title: | Nappe flow regime energy loss in stepped chutes equipped with reverse inclined steps: experimental development |
English Title: | Nappe flow regime energy loss in stepped chutes equipped with reverse inclined steps: experimental development |
Language: | English |
Keywords: | roller-compacted concrete (R.C.C) technique, stepped spillway, step geometry optimization, nappe flow regime |
Subjects: | L - Industrial Organization > L7 - Industry Studies: Primary Products and Construction > L72 - Mining, Extraction, and Refining: Other Nonrenewable Resources L - Industrial Organization > L7 - Industry Studies: Primary Products and Construction > L74 - Construction Q - Agricultural and Natural Resource Economics ; Environmental and Ecological Economics > Q2 - Renewable Resources and Conservation > Q25 - Water |
Item ID: | 96176 |
Depositing User: | Fatemeh Rahmani |
Date Deposited: | 27 Sep 2019 00:19 |
Last Modified: | 27 Sep 2019 00:19 |
References: | [1] M. R. Chamani and N. Rajaratnam, "Jet flow on stepped spillways," Journal of Hydraulic Engineering, vol. 120, pp. 254-259, 1994. [2] H. Chanson, "Comparison of energy dissipation between nappe and skimming flow regimes on stepped chutes," Journal of hydraulic research, vol. 32, pp. 213-218, 1994. [3] I. Ohtsu, "Characteristics of flow condition on stepped channels," The 27th Cong. of IAHR, Water Resources Engineering, Div./ASCE. San Francisco, USA, 1997, 1997. [4] F. Rahmani, F. Razaghian, and A. Kashaninia, "Novel Approach to Design of a Class-EJ Power Amplifier Using High Power Technology," World Academy of Science, Engineering and Technology, International Journal of Electrical, Computer, Energetic, Electronic and Communication Engineering, vol. 9, pp. 541-546, 2015. [5] H. Zare and J. Doering, "Effect of rounding edges of stepped spillways on the flow characteristics," Canadian Journal of Civil Engineering, vol. 39, pp. 140-153, 2012. [6] H. K. Zare and J. C. Doering, "Energy dissipation and flow characteristics of baffles and sills on stepped spillways," Journal of hydraulic research, vol. 50, pp. 192-199, 2012. [7] A. Hamedi, A. Mansoori, I. Malekmohamadi, and H. Roshanaei, "Estimating energy dissipation in stepped spillways with reverse inclined steps and end sill," in World Environmental and Water Resources Congress 2011: Bearing Knowledge for Sustainability, 2011, pp. 2528-2537. [8] A. Hamedi, I. Malekmohammadi, A. Mansoori, and H. Roshanaei, "Energy Dissipation in Stepped Spillway Equipped with Inclined Steps Together with End Sill," in 2012 Fourth International Conference on Computational Intelligence and Communication Networks, 2012, pp. 638-642. [9] A. Hamedi, A. Mansoori, A. Shamsai, and S. Amirahmadian, "Effects of End Sill and Step Slope on Stepped Spillway Energy Dissipation," J. Water Sci. Res, vol. 6, p. 1, 2014. [10] T. Chaturabul, "Experimental study of flow behavior through stepped channels with end sills," MS Thesis, King Mongkut’s University of Technology, Thailand, 2002. [11] F. Rahmani, F. Razaghian, and A. Kashaninia, "High Power Two-Stage Class-AB/J Power Amplifier with High Gain and Efficiency," 2014. [12] C. Chinnarasri and S. Wongwises, "Flow regimes and energy loss on chutes with upward inclined steps," Canadian Journal of Civil Engineering, vol. 31, pp. 870-879, 2004. [13] C. Chinnarasri and S. Wongwises, "Flow patterns and energy dissipation over various stepped chutes," Journal of irrigation and drainage engineering, vol. 132, pp. 70-76, 2006. [14] A. Hamedi and M. Ketabdar, "Energy loss estimation and flow simulation in the skimming flow regime of stepped spillways with inclined steps and end sill: A numerical model," International Journal of Science and Engineering Applications, vol. 5, pp. 399-407, 2016. [15] H. Chanson, Hydraulics of stepped chutes and spillways: CRC Press, 2002. [16] M. Ketabdar and A. Hamedi, "Intake Angle Optimization in 90-degree Converged Bends in the Presence of Floating Wooden Debris: Experimental Development," Florida Civ. Eng. J, vol. 2, pp. 22-27.2016, 2016. [17] M. Ketabdar, "Numerical and Empirical Studies on the Hydraulic Conditions of 90 degree converged Bend with Intake," International Journal of Science and Engineering Applications, vol. 5, pp. 441-444, 2016. |
URI: | https://mpra.ub.uni-muenchen.de/id/eprint/96176 |