Soori, Saba and Hajikandi, Hooman (2017): Numerical Computation of Flow Reattachment Lengthovera Backward-Facing Step at High Reynolds Number. Published in: International Journal of Research and Engineering , Vol. 04, No. 05 (May 2017): pp. 145-149.
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Abstract
Investigation of flow separation and reattachment length over a backward facing step are such as the subjects of fundamental fluid dynamics research. The purpose this study is measurement of reattachment length on backward facing step. For this purpose, unsteady flow over a step was simulated in a 2-D by using Computational Fluid Dynamic. Then, secondary flow was added to the 1/3 height of step. In order to, the effect of angles of 15°, 30°, 45° and 90°, expansion ratios of 1.5, 2, 3 and 4, pressure coefficient and Reynolds number with 75000 over backward facing stepwere investigated. To verify the numerical model, the velocity profile using different turbulence models was compared with experimental values in a sudden expansion. The results showed that RNG k-ε turbulent model was selected as the most suitable model to predict recirculation flow over backward facing step. The results of numerical analysis indicated that the reattachment length increase with increasing step angle, expansion ratio and Reynolds number. Also with increasing Reynolds number, when secondary flow is added to 1/3 height of step, the eddy diameters and the length of recirculation flow zone decrease. Moreover, increasing pressure coefficient led to increasing the reattachment length.
Item Type: | MPRA Paper |
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Original Title: | Numerical Computation of Flow Reattachment Lengthovera Backward-Facing Step at High Reynolds Number |
English Title: | Numerical Computation of Flow Reattachment Lengthovera Backward-Facing Step at High Reynolds Number |
Language: | English |
Keywords: | Unsteady Flow, Expantion Ratio, Reynolds Number, Turbulent modeles, pressure coefficient, reattachment length |
Subjects: | O - Economic Development, Innovation, Technological Change, and Growth > O3 - Innovation ; Research and Development ; Technological Change ; Intellectual Property Rights > O35 - Social Innovation Q - Agricultural and Natural Resource Economics ; Environmental and Ecological Economics > Q2 - Renewable Resources and Conservation > Q24 - Land Q - Agricultural and Natural Resource Economics ; Environmental and Ecological Economics > Q2 - Renewable Resources and Conservation > Q25 - Water Q - Agricultural and Natural Resource Economics ; Environmental and Ecological Economics > Q4 - Energy > Q42 - Alternative Energy Sources R - Urban, Rural, Regional, Real Estate, and Transportation Economics > R5 - Regional Government Analysis > R52 - Land Use and Other Regulations |
Item ID: | 94297 |
Depositing User: | Ehsan Sadeghian |
Date Deposited: | 07 Jun 2019 09:18 |
Last Modified: | 27 Sep 2019 09:59 |
References: | [1] 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. [2] A. Moghaddam, "Recent developments of ballastless tracks in high-speed and urban lines," International Journal of Research and Engineering, vol. 4, pp. 93-97, 2017. [3] 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. [4] 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. [5] A. Hamedi and H. R. Fuentes, "New relationship between a vertical gate opening and downstream flow stability: experimental development," World Environ. Water Resour. Congr, pp. 47-57, 2016. [6] B. F. Armaly, F. Durst, J. Pereira, and B. Schönung, "Experimental and theoretical investigation of backward-facing step flow," Journal of fluid Mechanics, vol. 127, pp. 473-496, 1983. [7] E. Adams and J. Johnston, "Effects of the separating shear layer on the reattachment flow structure part 2: Reattachment length and wall shear stress," Experiments in Fluids, vol. 6, pp. 493-499, 1988. [8] J. K. Eaton, "Turbulent flow reattachment: an experimental study of the flow and structure behind a backward-facing step," Stanford Univ. Rep., pp. MD-39, 1980. [9] N. N. Bouda, R. Schiestel, M. Amielh, C. Rey, and T. Benabid, "Experimental approach and numerical prediction of a turbulent wall jet over a backward facing step," International journal of heat and fluid flow, vol. 29, pp. 927-944, 2008. [10] F.-M. Fang, W. Hsieh, S. Jong, and J. She, "Unsteady turbulent flow past solid fence," Journal of Hydraulic Engineering, vol. 123, pp. 560-565, 1997. [11] A. Hamedi, A. Mansoori, I. Malekmohamadi, and H. Roshanaei, "Estimating energy dissipation in stepped spillways with reverse inclined steps and end sill," in Reston, VA: ASCE copyright Proceedings of the 2011 World Environmental and Water Resources Congress; May 22. 26, 2011, Palm Springs, California| d 20110000, 2011. [12] S. D. Hall and T. J. Barber, "A Detailed CFD and Experimental Investigation of a Benchmark Turbulent Backward Facing Step Flow," ed. [13] A. Hamedi, M. Hajigholizadeh, and A. Mansoori, "Flow Simulation and Energy Loss Estimation in the Nappe Flow Regime of Stepped Spillways with Inclined Steps and End Sill: A Numerical Approach," Civil Engineering Journal, vol. 2, pp. 426-437, 2016. [14] E. Erturk, "Numerical solutions of 2-D steady incompressible flow over a backward-facing step, Part I: High Reynolds number solutions," Computers & Fluids, vol. 37, pp. 633-655, 2008. [15] A. K. Moghaddam, "A review on the current methods of railway induced vibration attenuations," International Journal of Science and Engineering Applications, vol. 6, pp. 123-128, 2017. [16] M. A. Hossain, M. T. Rahman, and S. Ridwan, "Numerical Investigation of Fluid Flow Through A 2D Backward Facing Step Channel," International Journal of Engineering Research & Technology, vol. 2, 2013. [17] 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. [18] A. Mansoori and M. R. Bazargan-Lari, "Evaluation of turbulent models in sudden expansion analysis at High Reynolds numbers," in Proceedings of the 5th IASME/WSEAS International Conference on Fluid Mechanics and Aerodynamics, Athens, Greece, 2007, pp. 565-124. [19] F. Rahmani, F. Razaghian, and A. Kashaninia, "High Power Two-Stage Class-AB/J Power Amplifier with High Gain and Efficiency," 2014. [20] J. Rajasekaran, On the flow characteristics behind a backward-facing step and the design of a new axisymmetric model for their study: University of Toronto Toronto, ON, Canada, 2011. [21] A. Hamedi, M. Ketabdar, M. Fesharaki, and A. Mansoori, "Nappe Flow Regime Energy Loss in Stepped Chutes Equipped with Reverse Inclined Steps: Experimental Development," Florida Civil Engineering Journal, vol. 2, pp. 28-37, 2016. [22] A. P. Singh, A. R. Paul, and P. Ranjan, "Investigation of reattachment length for a turbulent flow over a backward facing step for different step angle," International Journal of Engineering, Science and Technology, vol. 3, 2011. [23] 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. [24] X. Qingfu and L. Zhiping, "Study on Flow Reattachment Length," Procedia Engineering, vol. 28, pp. 527-533, 2012. [25] M. Ketabdar, A. K. Moghaddam, S. A. Ahmadian, P. Hoseini, and M. Pishdadakhgari, "Experimental Survey of Energy Dissipation in Nappe Flow Regime in Stepped Spillway Equipped with Inclined Steps and Sill," International Journal of Research and Engineering, vol. 4, pp. 161-165, 2017. [26] T. D. Nguyen and H. Souad, "PIV measurements in a turbulent wall jet over a backward-facing step in a three-dimensional, non-confined channel," Flow Measurement and Instrumentation, vol. 42, pp. 26-39, 2015. [27] P. Dutta, S. K. Saha, N. Nandi, and N. Pal, "Numerical study on flow separation in 90 pipe bend under high Reynolds number by k-ε modelling," Engineering Science and Technology, an International Journal, vol. 19, pp. 904-910, 2016. [28] 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., 6 (1), 1, vol. 15, 2014. [29] F. K. Purian and E. Sadeghian, "Mobile robots path planning using ant colony optimization and Fuzzy Logic algorithms in unknown dynamic environments," in Control, Automation, Robotics and Embedded Systems (CARE), 2013 International Conference On, 2013, pp. 1-6. |
URI: | https://mpra.ub.uni-muenchen.de/id/eprint/94297 |