[en] Geometrical changes and high flow velocity cause flow separation and cavitation in the transition regions of hydraulic structures. A few studies have been conducted on the flow pressure and cavitation index in these regions, and the results need to be still improved. The present study examined the flow pressure and cavitation index variations for expansion angles between 0° and 10° and Froude numbers up to 20.1. Several relevant equations were also suggested to predict permissible angles in the transition regions. The results showed that negative pressure occurred at all lateral expansion angles except 0° when the Froude number was equal to or greater than ≥6.5. The cavitation phenomenon did not occur on the side walls for Froude number up to 4.49. However, the values of the cavitation index were reduced to less than the critical value for the Froude number of 14 when expansion angle was greater than 6°. The results also revealed that the side walls should not be expanded when Froude number was equal to or greater than 17.5. The occurrence of the cavitation on these walls substantially increased for Froude number of 20.1 even as expansion angle equals 0°.
Disciplines :
Civil engineering
Author, co-author :
Jamali Rovesht, Tohid ; Université de Liège - ULiège > Urban and Environmental Engineering ; Université de Liège - ULiège > Département ArGEnCo > Hydraulics in Environmental and Civil Engineering
Manafpour, Mohammad; Water and Hydraulic Structure, Department of Civil Engineering, Urmia University, Urmia, Iran
Ebrahimnezhadian, Hamzeh; Water and Hydraulic Structure, Department of Civil Engineering, Urmia University, Urmia, Iran
Language :
English
Title :
Evolution of pressure and cavitation in transition region walls for supercritical flow
Publication date :
2023
Journal title :
Aqua. Water Infrastructure, Ecosystems and Society
Ashrafizadeh, S. M. & Ghassemi, H. 2015 Experimental and numerical investigation on the performance of small-sized cavitating venturis. Flow Meas. Instrumentation 42, 6–15.
Asnaashari, A., Akhtari, A. L., Dehghani, A. A. & Bonakdari, H. 2015 Effect of inflow froude number on flow pattern in channel-Expansive transitions. Journal of Irrigation and Drainage Engineering 142 (1), 06015004-1-5. doi:10.1061/(ASCE)IR.1943-4774.0000935.
Bhosekar, V. V., Asce, S. M., Jothiprakash, V. & Deolalikar, P. B. 2012 Orifice spillway aerator: hydraulic design. Journal of Hydraulic Engineering 138 (6), 563–572.
Chen, Y. N., Zhan, J. M. & Li, Y. T. 2021 Numerical simulation of cavitation-bubble expansion and collapse inside a bottle subjected to impact on its topside. Journal of Engineering Applications of Computational Fluid Mechanics doi:10.1080/19942060.2021.1976279.
Dargahi, B. 2010 Flow characteristics of bottom outlets with moving gates. Journal of Hydraulic Research 48 (4), 476–482.
Davis, C. V. & Sorensen, K. E. 1984 Hand Book of Applied Hydraulics, 3rd edn. McGraw-Hill Book Company, Tokyo.
Ebrahimnezhadian, H., Manafpour, M. & Babazadeh, V. 2020 Simulation of the effect of flip bucket edge angle on flow hydraulic characteristics. Iranian Journal of Soil and Water Research 51 (5), 2085–2010.
Falvey, H. T. 1990 Cavitation in Chutes and Spillways. US Department of the Interior, Bureau of Reclamation, Denver, p. 145.
Hirt, C. & Nichols, B. 1981 Volume of fluid (VOF) method for the dynamics of free boundaries. Journal of Computational Physics 39, 201–225.
Jablonská, J., Kozubková, M., Himr, D. & Weisz, M. 2016 Methods of experimental investigation of cavitation in a convergent – divergent nozzle of rectangular cross section. Journal of Measurement Science Review 4, 197–204.
Jamali, T. & Manafpour, M. 2019 Investigation on cavitation occurrence potential in Seymareh dam’s bottom outlet. ISH Journal of Hydraulic Engineering. Published online doi:10.1080/09715010.2019.1627919.
Jamali, T., Manafpour, M. & Lotfi, M. 2022 Effects of flow condition and chute geometry on the shockwaves formed on chute spillway. Journal of Water Supply: Research and Technology-Aqua 71 (2), 312–329. https://doi.org/10.2166/aqua.2022.139.
Krüger, S. & Rutschmann, P. 2006 Modeling 3D supercritical flow with extended shallow-water approach. Journal of Hydraulic Engineering 132 (9), 916–926.
Li, G. J., Dai, G. Q., Qing, Y. & Ma, X. D. 2011 Detached eddy simulation of hydraulic characteristics along the side-wall after a new arrangement – scheme of the sudden lateral enlargement and the vertical drop. Journal of Hydrodynamic 23 (5), 669–675.
Li, S., Zhang, J., Xu, W., Chen, J. & Peng, Y. 2016a Evolution of pressure and cavitation on side walls affected by lateral divergence angle and opening of radial gate. Journal of Hydraulic Engineering 142 (7), 05016003-01–05016003-11. doi.10.1061/(ASCE)HY.1943-7900. 0001129.
Li, S., Zhang, J., Xu, W. l., Chen, J., Peng, Y., Li, J. & He, X. 2016b Simulation and experiments of aerated flow in curve connective tunnel with high head and large discharge. International Journal of Civil Engineering 14 (1), 23–33.
Li, S., Zhang, J., Chen, X., Zhou, G. & Chen, J. 2017 Characteristics of aeration flow downstream the radial gate with sudden fall- divergence aerator in discharge tunnel. Journal of Water Science and Technology: Water Supply 18 (3), 790–798.
Liu, B., Pan, Y. & Ma, F. 2020 Pulse pressure loading and erosion pattern of cavitating jet. Journal of Engineering Application of Computational Fluid Mechanics 14 (1), 136–150. doi:10.1080/19942060.2019.1695675.
Miidla, P. 2012 Numerical modelling. IntechOpen, London 420 p. Available from: https://www.intechopen.com/books/1867 doi: 10.5772/ 2292. Accessed 12 January 2023.
Mohagheg, A. & Wu, J. H. 2009 Effects of hydraulic and geometric parameters on downstream cavity length of discharge tunnel service gate. Journal Hydrodynamics 21 (6), 774–778.
Najafi Nejad Nasser, A. 2011 An Experimental Investigation of Flow Energy Losses in Open- Channel Expansions. Msc Thesis, Civil Engineering, Concordia University.
Ntintakis, I., Stavroulakis, G. E. & Plakia, N. 2020 Topology optimization by the use of 3D printing technology in the product design process. HighTech and Innovation Journal 1 (4), 161–171.
Sengupta, A. R., Gupta, R. & Biswas, A. 2019 Computational fluid dynamics analysis of stove systems for cooking and drying of muga silk. Emerging Science Journal 3 (5), 285–292.
Sha, H., Wu, S. & Chen, Z. 2006 3D numerical simulation for spillway tunnel. Advances Water Science. 17 (4), 507–511.
Sreedhar, B. K., Albert, S. K. & Pandit, A. B. 2017 Cavitation damage: theory and measurements-a review. Wear 372–373, 177–196.
Stamou, A. I., Chapsas, D. G. & Christodoulou, G. C. 2008 3-D numerical modeling of supercritical flow in gradual expansions. Journal of Hydraulic Research 46 (3), 402–409. doi:10.3826/jhr.2008.3162.
Tang, P., Juárez, J. M. & Li, H. 2019 Investigation on the effect of structural parameters on cavitation characteristics for the venture tube using the CFD method. Journal of Water 11 (10), 1–13.
Thompson, P. L. & Kilgore, R. T. 2006 Hydraulic Design of Energy Dissipaters for Culverts and Channels, 3rd edn. National Technical Information Service, Springfield, VA.
Ting, D. S.-K. 2016 Chapter 1 - Introducing Flow Turbulence. In: Basics of Engineering Turbulence. Academic Press, pp. 3–16, doi:10.1016/ B978-0-12-803970-0.00001-5.
Wang, G., Wu, Q. & Huang, B. 2017 Dynamics of cavitation-structure interaction. Journal of Acta Mechanical Sinica 33 (4), 685–708.
Water Research Institute 2005 The Final Report of Seymareh dam’s bottom outlet Hydraulic model. Water Research Institute, Tehran, Iran.
Xiaogang, X., Liang, F., Anjun, L., Zhenbo, W. & Shuxun, L. 2020 3D numerical investigation of energy transfer and loss of cavitation flow in perforated plates. Journal of Engineering Application of Computational Fluid Mechanics doi:10.1080/19942060.2020.1792994.
Yamini, O. A., Mousavi, S. H., Kavianpour, M. R. & Safari Ghaleh, R. 2021 Hydrodynamic performance and cavitation analysis in bottom outlets of dam using CFD modelling. Journal of Advances in Civil Engineering 2021, 1–14. doi:10.1155/2021/5529792.
Yamini, O. A., Movahedi, A., Mousavi, S. H., Kavianpour, M. R. & Kyriakopoulos, G. L. 2022 Hydraulic performance of seawater intake system using CFD modeling. Journal of. Marine Science Engineering 10, 988. doi:10.3390/jmse10070988.
Zhang, J. X. 2017 Analysis on the effect of venture tube structural parameters on fluid flow. AIP Advances 7, 065315.
Zhang, J. M., Xu, W. L., Wang, W. & Liu, S. J. 2010 Cavitation damage to sidewalls in a sand flushing tunnel under high head. Journal of Hydroelectric Engineering 29 (5), 197–201. (in Chinese).
Zhang, J. M., Chen, J. G., Xu, W. l., Wang, Y. R. & Li, G. J. 2011 Three-dimensional numerical simulation of aerated flows downstream sudden fall aerator expansion-in a tunnel. Hydrodynamics Journal 23 (1), 71–80.
Zhaoa, W. L., Zhanga, J., Hea, W., Zhangb, T. X., Wanga, S. & Shia, L. 2022 Hydrodynamic characteristics of lateral withdrawal with effects of the slope ratio. Journal of Water Infrastructure, Ecosystems and Society 71 (1), 72–85. doi:10.2166/aqua.2021.222.