ISSN (Online): 2812-9709
Vol.3, No.3, 2024: pp.118-131
Steeped spillway as a mean for energy dissipation – a review
Authors:
Ghufran Faris Alrahhawi1
Received: 22 June 2024
Revised: 26 August 2024
Accepted: 7 September 2024
Published: 30 September 2024
Abstract:
Stepped spillways are spillways provided by steps that are used to dissipate energy and reduce the scour and erosion that occur at the end of the hydraulic structures. Since the spillway is one of the parts of the dam used to get rid of excess water during floods, spillways can be constructed in various forms and sizes depending on the geology of the dam site and the hydraulic conditions of the flow. The stepped type was chosen because it dissipates energy and reduces the size of the basin at the end of the structure. The aim of the research is to review most of the studies that dealt with the subject of stepped spillways as energy dissipaters. This study collected much research on stepped spillways, some of which used physical models and others numerical models. These studies were performed to determine energy dissipation, flow properties, or type of flow in the stepped spillways and to study the effect of the shape of the steps on energy dissipation. The results showed that some studies indicated that when the flow over the stepped spillways is in the form of jet or free flow, it increases the efficiency of energy dissipation and reduces the length of the hydraulic jump. It is worth mentioning that some studies used software such as ANSYS, while others used artificial intelligence (AI) techniques like genetic programming and fuzzy logic.
Keywords:
Energy dissipation, Stepped spillways, Nappe, Transition and skimming flow, Physical and numerical model
References:
[1] S. Li, CFD and data-driven modeling for safe spillway discharge, (Ph.D. Thesis). Civil and Architectural Engineering KTH Royal Institute of Technology Stockholm, Sweden, 2023.
[2] S.M. Husain, S.S. Ahmed, Experimental study to evaluate the hydraulic performance of Bastora dam stepped spillway. Journal of Duhok University, 20(1), 2017: 612-625. https://doi.org/10.26682/sjuod.2017.20.1.54
[3] R.M Sorensen. Stepped spillway hydraulic model investigation. Journal of Hydraulic Engineering, 111(12), 1985: 1461-1472. https://doi.org/10.1061/(ASCE)0733-9429(1985)111:12(1461)
[4] H. Chanson, Stepped spillway flows and air entrainment. Canadian Journal of Civil Engineering, 20(3), 1993: 422-435. https://doi.org/10.1139/l93-057
[5] H. Chanson, Y. Yasuda, I. Ohtsu, Flow resistance in skimming flow: a critical review. Hydraulics of Stepped Spillways, 2002: 95-102. https://doi.org/10.1201/9781003078609-16
[6] D. Singh, M. Kumar, Hydraulic design and analysis of piano key weirs: a review. Arabian Journal for Science and Engineering, 47, 2022: 5093-5107. https://doi.org/10.1007/s13369-021-06370-4
[7] D. Singh, M. Kumar, Energy dissipation of flow over the type-B Piano Key Weir. Flow Measurement and Instrumentation, 83, (2022): 102109. https://doi.org/10.1016/j.flowmeasinst.2021.102109
[8] S. Felder, H. Chanson, Energy dissipation, flow resistance and gas-liquid interfacial area in skimming flows on moderate-slope stepped spillways. Environmental Fluid Mechanics 9, 2009: 427-441. https://doi.org/10.1007/s10652-009-9130-y
[9] A. Amador, M. Sánchez-Juny, J. Dolz. Characterization of the nonaerated flow region in a stepped spillway by PIV. Journal of Fluids Engineering, 128(6), 2006: 1266-1273. https://doi.org/10.1115/1.2354529
[10] H.Chanson. Characteristics of Skimming Flow over Stepped Spillways. Journal of Hydraulic Engineering 126(11), 2000: 862-865. https://doi.org/10.1061/(ASCE)07339429(2000)126:11(860)
[11] M.R. Chamani, N. Rajaratnam, Characteristics of skimming flow over stepped spillways. Journal of Hydraulic Engineering, 125(4), 1999: 361-368. https://doi.org/10.1061/(ASCE)0733-9429(1999)125:4(361)
[12] V.T. Chow, Open-Channel Hydraulics. McGraw-Hill Book Company, New York, USA, 1959.
[13] B.M. Savage, M.C. Johnson, Flow over ogee spillway: Physical and numerical model case study. Journal of Hydraulic Engineering, 127(8), 2001: 640-649. https://doi.org/10.1061/(ASCE)0733-9429(2001)127:8(640)
[14] C.K. Sehgal. Design guidelines for spillway gates. Journal of Hydraulic Engineering, 122(3), 1996: 155-165. https://doi.org/10.1061/(ASCE)0733-9429(1996)122:3(155)
[15] M. Samadi, E. Jabbari, H.M. Azmathulla, M. Mojallal, Estimation of scour depth below free overfall spillways using multivariate adaptive regression splines and artificial neural networks. Engineering Applications of Computational Fluid Mechanics, 9(1), 2015: 291-300. https://doi.org/10.1080/19942060.2015.1011826
[16] M. Ghodsian, M. Mehraein, H.R. Ranjbar. Local scour due to free fall jets in non-uniform sediment. Scientia Iranica , 19(6), 2012: 1437-1444. https://doi.org/10.1016/j.scient.2012.10.008
[17] Q. Chen, G. Dai, H. Liu, Volume of fluid model for turbulence numerical simulation of stepped spillway overflow. Journal of Hydraulic Engineering, 128(7), 2002: 683-688. https://doi.org/10.1061/(ASCE)0733-9429(2002)128:7(683)
[18] K. Kramer, W.H. Hager, H.E. Minor. Development of air concentration on chute spillways. Journal of Hydraulic Engineering, 132(9), 2006: 908-915. https://doi.org/10.1061/(ASCE)0733-9429(2006)132:9(908)
[19] K.k.Babaeyan, E. M. Valentine, D. A. Ervine. Case study on hydraulic performance of Brent Reservoir siphon spillway. Journal of Hydraulic Engineering, 128(6), 2002: 562-567. https://doi.org/10.1061/(ASCE)0733-9429(2002)128:6(562)
[20] N. Vittal, P.D. Porey. Design of cascade stilling basins for high dam spillways. Journal of Hydraulic Engineering, 113(2), 1987: 225-237. https://doi.org/10.1061/(ASCE)0733-9429(1987)113:2(225)
[21] H.T.F alvey, Predicting cavitation in tunnel spillways. International Water Power & Dam Construction, 34(8), 1982: 13-15.
[22] M.R. Chamani, N. Rajaratnam. Jet flow on stepped spillways. Journal of Hydraulic Engineering, 120(2), 1994: 254-259. https://doi.org/10.1061/(ASCE)0733-9429(1994)120:2(254)
[23] N. Rajaratnam. Skimming flow in stepped spillways. Journal of Hydraulic Engineering, 116(4), 1990: 587-591. https://doi.org/10.1061/(ASCE)0733-9429(1990)116:4(587)
[24] H. Chanson, Hydraulic design of stepped cascades, channels, weirs and spillways. Pergamon, Oxford, UK, 1995.
[25] R.J. Lobosco, H.E. Schulz, A.L.A. Simões, Analysis of two phase flows on stepped spillways. InTech., 2011: 1-25. https://doi.org/10.5772/28563
[26] E.J. Arantes, Caracterização do escoamento sobre vertedouros em degraus via CFD, Tese de Doutorado. University of São Paulo, Brazil, 2007. (In Spanish) https://doi.org/10.11606/T.18.2007.tde-03072007-133203
[27] S. Felder, H. Chanson, Energy dissipation down a stepped spillway with nonuniform step heights. Journal of Hydraulic Engineering, 137(11), 2011: 1543-1548. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000455
[28] S. Li, Q. Li, J.Yang, CFD modelling of a stepped spillway with various step layouts. Mathematical Problems in Engineering, 1(1), 2019(1): 6215739. https://doi.org/10.1155/2019/6215739
[29] Z. Bai, J. Zhang, Comparison of DifferentTurbulence Models for Numerical Simulation of Pressure Distribution in V‐Shaped Stepped Spillway. Mathematical Problems in Engineering, 2017(1), 2017: 3537026.
https://doi.org/10.1155/2017/3537026
[30] A.S. Ali, O.S.Q. Yousif, Characterizations of flow over stepped spillways with steps having transverse slopes. IOP Conference Series: Earth and Environmental Science, 344(1), 2019: 012019. https://doi.org/10.1088/1755-1315/344/1/012019
[31] W. Wan, A. Raza, X. Chen, Effect of height and geometry of stepped spillway on inception point location. Applied Sciences, 9(10), 2019: 2091. https://doi.org/10.3390/app9102091
[32] S.M. Saleh, S.M. Husain, Computational Study to Predict the Free-Surface Flow over Non-uniform Stepped Spillway Using ANSYS-CFX. Polytechnic Journal, 10(1), 2020: 43-50. https://doi.org/10.25156/ptj.v10n1y2020.pp43-50
[33] H.A. Al-Mussawy, Hydraulic Behavior and Copper Ions Treatment for Flow Over Modified Gabion Stepped Weir. Civil and Environmental Research, 10(2), 2018: 24-31.
[34] P.O. Zaid, A.A Abo, Determination the Location of an Air Inception Point for Different Configurations of Stepped Spillways using CFD. Zanco Journal of Pure and Applied Sciences 34(6), 2022: 1-7. https://doi.org/10.21271/ZJPAS.34.6.1
[35] F. Ma, Y. Liu, J. Liu, Z. Li, Y. Hou, Effect of orifice plates on the flow over stepped spillways. Water Supply, 23(3), 2023: 1405-1415. https://doi.org/10.2166/ws.2023.066
[36] M.S. Jomaa, A.Y. Mohammed, Flow and Energy Dissipation Over a Cylindrical Stepped Weir. Advanced Engineering Letters, 1(2), 2022: 57-64. https://doi.org/10.46793/adeletters.2022.1.2.4
[37] R.M. Khalaf, R.H. Irzooki, S.J.S. Shareef, Flow Characteristics and Energy Dissipation Over Traditional and Stepped Spillway with Semicircular Crest. International Journal of Civil & Environmental Engineering, 14(02), 2014: 13-27.
[38] J.G. Chatila, B.R. Jurdo, Stepped spillway as an energy dissipater. Canadian Water Resources Journal/Revue Canadienne Des Ressources Hydriques, 29(3), 2004: 147-158. https://doi.org/10.4296/cwrj147
[39] E. Ikinciogullari, Stepped spillway design for energy dissipation. Water Supply, 23(2), 2023: 749.
https://doi.org/10.2166/ws.2023.016
[40] S. Mero, S. Mitchell, Investigation of energy dissipation and flow regime over various forms of stepped spillways. Water and Environment Journal, 31(1), 2017: 127-137. https://doi.org/10.1111/wej.12224
[41] S. Yu, F. Yue, Q. Zhang, Z. Chen, P. Yin, J Hao, L. Zhang, L. Hao, Geobag stepped spillway for check dams: A pilot study. International Journal of Sediment Research, 38(1), 2023: 115-127. https://doi.org/10.1016/j.ijsrc.2022.07.005
[42] P. Nafs, Geometric optimization of stepped spillways using genetic algorithm. Journal of Civil Engineering Researchers, 5(1), 2023: 31-45. https://doi.org/10.52547/JCER.5.1.31
[43] S. Alashan, E. İkincioğulları, E.E. Yalçın, Practical Design of Stepped Spillways using Fuzzy Inference System. PREPRINT (Version 1), 2023: 1-13. https://doi.org/10.21203/rs.3.rs-2937963/v1
[44] S. Felder, C. Fromm, H. Chanson, Air entrainment and energy dissipation on a 8.9o slope stepped spillway with flat and pooled steps. School of Civil Engineering, the University of Queensland, Brisbane, Australia, 2012.
[45] S. Felder, P. Guenther, H. Chanson, Air-water flow properties and energy dissipation on stepped spillways: a physical study of several pooled stepped configurations. School of Civil Engineering, the University of Queensland, Brisbane, Australia, 2012.
[46] R.H. Irzooki, J.R. Mohammed, A.S. Ameen, Computational fluid dynamics modeling of flow over stepped spillway. Tikrit Journal of Engineering Sciences, 23(3), 2016: 1-11. https://doi.org/10.25130/tjes.23.3.01
[47] D. Ghaderi, H. Ebrahimnezhadian, M. Mollazadeh, Three-dimensional analysis of the performance of circular stepped spillways in the skimming flow regime. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 46, 2024: 415. https://doi.org/10.1007/s40430-024-05004-8
[48] A.S Ali, O.S.Q. Yousif, Effects of Step Transverse Slopes on Locations of Inception Point of Flow over Stepped Spillways. Association of Arab Universities Journal of Engineering Sciences, 27(3), 2020: 241-247.
[49] S.K. Thappeta, S.M. Bhallamudi, V. Chandra, P. Fiener, A.B.M. Baki, Energy loss in steep open channels with step-pools. Water, 13(1), 2021: 72. https://doi.org/10.3390/w130100
[50] R. Roshan, H.M. Azamathulla, M. Marosi, H. Sarkardeh, H. Pahlavan, A.A. Ghani, Hydraulics of stepped spillways with different numbers of steps. Dams and Reservoirs, 20(3), 2010: 131-136. https://doi.org/10.1680/dare.2010.20.3.131
[51] H.E. Schulz, R.J. Lobosco, A.L.A. Simões, Multiphase analysis of entrained air in skim‐ming flows along stepped chutes. Fifth International Conference on Advanced Computational Methods in Engineering (ACOMEN 2011), November 2011, Liège, Belgium, pp.14-17.
[52] K. Morovati, A. Eghbalzadeh, S. Soori, Numerical study of energy dissipation of pooled stepped spillways. Civil Engineering Journal, 2(5), 2016: 208-220. https://doi.org/10.28991/cej-2016-00000027
[53] A.N. Hilo, B.S. Lafta, Numerical study for improving energy dissipation over stepped spillway by using different configurations on steps. 2019 12th International Conference on Developments in eSystems Engineering (DeSE). 07-10 October 2019, Kazan, Russia. https://doi.org/10.1109/DeSE.2019.00084
[54] A. Azmeri, H. Basri, A. Yulianur, Z. Ziana, F.Z. Jemi, R.A. Rahmah, Hydraulic jump and energy dissipation with stepped weir hydraulic jump and energy dissipation with stepped weir. Journal of Water and Land Development, XII(51), 2021: 56-61.
[55] F. Salmasi, Energy dissipation in stepped gabion spillway. Final report of research project. University of Tabriz, Agricultural faculty, Tabriz, Iran, 2009.
[56] F. Salmasi, M.T. Sattari, M. Pal, Application of data mining on evaluation of energy dissipation over low gabion-stepped weir. Turkish Journal of Agriculture and Forestry, 36(1), 2012: 95-106. https://doi.org/10.3906/tar-1011-1506
[57] S. Hussein, M. Shamkhi, Experimental Study of Flow Regimes of Stepped Weir. Wasit Journal of Engineering Sciences, 11(2), 2023: 82-93. https://doi.org/10.31185/ejuow.Vol11.Iss2.438
[58] M.E. Varaki, M. Habibpanah, R. Biabani M. Navabian, Experimental investigation of dissolved oxygen efficiency in stepped-labyrinth weirs. Proceedings of the Institution of Civil Engineers-Water Management. 176(2), 2023: 93-106.
https://doi.org/10.1680/jwama.20.00075
[59] M.M. Ibrahim, M.A. Refaie, A.M. Ibraheem, Flow characteristics downstream stepped back weir with bed water jets. Ain Shams Engineering Journal, 13(2), 2022: 101558. https://doi.org/10.1016/j.asej.2021.08.003
© 2024 by the author. This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License (CC BY-NC 4.0)
![]()
How to Cite
G.F. Alrahhawi, Steeped Spillway as a Mean for Energy Dissipation – A Review. Advanced Engineering Letters, 3(3), 2024: 118-131.
https://doi.org/10.46793/adeletters.2024.3.3.4
More Citation Formats
Alrahhawi, G.F. (2024). Steeped Spillway as a Mean for Energy Dissipation – A Review. Advanced Engineering Letters, 3(3), 118-131.
https://doi.org/10.46793/adeletters.2024.3.3.4
Alrahhawi, Ghufran Farism, “Steeped Spillway as a Mean for Energy Dissipation – A Review.“ Advanced Engineering Letters, vol. 3, no. 3, 2024, pp. 118-131.
https://doi.org/10.46793/adeletters.2024.3.3.4
Alrahhawi, Ghufran Farism, 2024. “Steeped Spillway as a Mean for Energy Dissipation – A Review.“ Advanced Engineering Letters, 3 (3): 118-131.
https://doi.org/10.46793/adeletters.2024.3.3.4
Alrahhawi, G.F. (2024). Steeped Spillway as a Mean for Energy Dissipation – A Review. Advanced Engineering Letters, 3(3), pp. 118-131.
doi: 10.46793/adeletters.2024.3.3.4.
