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Characterization of Structural Properties in High Reynolds Hydraulic Jump Based on CFD and Physical Modeling Approaches

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Characterization of Structural Properties in High Reynolds Hydraulic Jump Based on CFD and Physical Modeling Approaches

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dc.contributor.author Macián Pérez, Juan Francisco es_ES
dc.contributor.author Bayón, Arnau es_ES
dc.contributor.author García-Bartual, Rafael es_ES
dc.contributor.author López Jiménez, Petra Amparo es_ES
dc.contributor.author Vallés-Morán, F. J. es_ES
dc.date.accessioned 2021-02-18T04:32:22Z
dc.date.available 2021-02-18T04:32:22Z
dc.date.issued 2020-12-01 es_ES
dc.identifier.issn 0733-9429 es_ES
dc.identifier.uri http://hdl.handle.net/10251/161702
dc.description.abstract [EN] A classical hydraulic jump with Froude number (Fr1=6) and Reynolds number (Re1=210,000) was characterized using the computational fluid dynamics (CFD) codes OpenFOAM and FLOW-3D, whose performance was assessed. The results were compared with experimental data from a physical model designed for this purpose. The most relevant hydraulic jump characteristics were investigated, including hydraulic jump efficiency, roller length, free surface profile, distributions of velocity and pressure, and fluctuating variables. The model outcome was also compared with previous results from the literature. Both CFD codes were found to represent with high accuracy the hydraulic jump surface profile, roller length, efficiency, and sequent depths ratio, consistently with previous research. Some significant differences were found between both CFD codes regarding velocity distributions and pressure fluctuations, although in general the results agree well with experimental and bibliographical observations. This finding makes models with these characteristics suitable for engineering applications involving the design and optimization of energy dissipation devices. es_ES
dc.description.sponsorship The research presented herein was possible thanks to the Generalitat Valenciana predoctoral grants [Ref. (2015/7521)], in collaboration with the European Social Funds and to the research project La aireacion del flujo y su implementacion en prototipo para la mejora de la disipacion de energia de la lamina vertiente por resalto hidraulico en distintos tipos de presas (BIA2017-85412-C2-1-R), funded by the Spanish Ministry of Economy. es_ES
dc.language Inglés es_ES
dc.publisher American Society of Civil Engineers es_ES
dc.relation.ispartof Journal of Hydraulic Engineering es_ES
dc.rights Reserva de todos los derechos es_ES
dc.subject Hydraulic jump es_ES
dc.subject High Reynolds number es_ES
dc.subject Computational fluid dynamics (CFD) es_ES
dc.subject FLOW-3D es_ES
dc.subject OpenFOAM es_ES
dc.subject Physical model es_ES
dc.subject.classification MECANICA DE FLUIDOS es_ES
dc.subject.classification INGENIERIA HIDRAULICA es_ES
dc.title Characterization of Structural Properties in High Reynolds Hydraulic Jump Based on CFD and Physical Modeling Approaches es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.1061/(ASCE)HY.1943-7900.0001820 es_ES
dc.relation.projectID info:eu-repo/grantAgreement/GVA//GV%2F2015%2F7521/ es_ES
dc.relation.projectID info:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2013-2016/BIA2017-85412-C2-1-R/ES/LA AIREACION DEL FLUJO Y SU IMPLEMENTACION EN PROTOTIPO PARA LA MEJORA DE LA DISIPACION DE ENERGIA DE LA LAMINA VERTIENTE POR RESALTO HIDRAULICO EN DISTINTOS TIPOS DE PRESAS/ es_ES
dc.rights.accessRights Abierto es_ES
dc.contributor.affiliation Universitat Politècnica de València. Departamento de Ingeniería Hidráulica y Medio Ambiente - Departament d'Enginyeria Hidràulica i Medi Ambient es_ES
dc.contributor.affiliation Universitat Politècnica de València. Instituto Universitario de Ingeniería del Agua y del Medio Ambiente - Institut Universitari d'Enginyeria de l'Aigua i Medi Ambient es_ES
dc.description.bibliographicCitation Macián Pérez, JF.; Bayón, A.; García-Bartual, R.; López Jiménez, PA.; Vallés-Morán, FJ. (2020). Characterization of Structural Properties in High Reynolds Hydraulic Jump Based on CFD and Physical Modeling Approaches. Journal of Hydraulic Engineering. 146(12):1-13. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001820 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion https://doi.org/10.1061/(ASCE)HY.1943-7900.0001820 es_ES
dc.description.upvformatpinicio 1 es_ES
dc.description.upvformatpfin 13 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 146 es_ES
dc.description.issue 12 es_ES
dc.relation.pasarela S\418130 es_ES
dc.contributor.funder European Social Fund es_ES
dc.contributor.funder Generalitat Valenciana es_ES
dc.contributor.funder Agencia Estatal de Investigación es_ES
dc.description.references Abdul Khader, M. H., & Elango, K. (1974). TURBULENT PRESSURE FIELD BENEATH A HYDRAULIC JUMP. Journal of Hydraulic Research, 12(4), 469-489. doi:10.1080/00221687409499725 es_ES
dc.description.references Bakhmeteff B. A. and A. E. Matzke. 1936. “The hydraulic jump in terms of dynamic similarity.” In Vol. 101 of Proc. American Society of Civil Engineers 630–647. Reston VA: ASCE. es_ES
dc.description.references Bayon A. 2017. “Numerical analysis of air-water flows in hydraulic structures using computational fluid dynamics (CFD).” Ph.D. thesis Research Institute of Water and Environmental Engineering Universitat Politècnica de València. es_ES
dc.description.references Bayon-Barrachina, A., & Lopez-Jimenez, P. A. (2015). Numerical analysis of hydraulic jumps using OpenFOAM. Journal of Hydroinformatics, 17(4), 662-678. doi:10.2166/hydro.2015.041 es_ES
dc.description.references Bayon A. J. F. Macián-Pérez F. J. Vallés-Morán and P. A. López-Jiménez. 2019. “Effect of RANS turbulence model in hydraulic jump CFD simulations.” In E-proc. 38th IAHR World Congress. Panama City Panama: Spanish Ministry of Economy. es_ES
dc.description.references Bayon, A., Toro, J. P., Bombardelli, F. A., Matos, J., & López-Jiménez, P. A. (2018). Influence of VOF technique, turbulence model and discretization scheme on the numerical simulation of the non-aerated, skimming flow in stepped spillways. Journal of Hydro-environment Research, 19, 137-149. doi:10.1016/j.jher.2017.10.002 es_ES
dc.description.references Bayon, A., Valero, D., García-Bartual, R., Vallés-Morán, F. ​José, & López-Jiménez, P. A. (2016). Performance assessment of OpenFOAM and FLOW-3D in the numerical modeling of a low Reynolds number hydraulic jump. Environmental Modelling & Software, 80, 322-335. doi:10.1016/j.envsoft.2016.02.018 es_ES
dc.description.references Bennett, N. D., Croke, B. F. W., Guariso, G., Guillaume, J. H. A., Hamilton, S. H., Jakeman, A. J., … Andreassian, V. (2013). Characterising performance of environmental models. Environmental Modelling & Software, 40, 1-20. doi:10.1016/j.envsoft.2012.09.011 es_ES
dc.description.references Biswas, R., & Strawn, R. C. (1998). Tetrahedral and hexahedral mesh adaptation for CFD problems. Applied Numerical Mathematics, 26(1-2), 135-151. doi:10.1016/s0168-9274(97)00092-5 es_ES
dc.description.references Blocken, B., & Gualtieri, C. (2012). Ten iterative steps for model development and evaluation applied to Computational Fluid Dynamics for Environmental Fluid Mechanics. Environmental Modelling & Software, 33, 1-22. doi:10.1016/j.envsoft.2012.02.001 es_ES
dc.description.references Bombardelli, F. A., Meireles, I., & Matos, J. (2010). Laboratory measurements and multi-block numerical simulations of the mean flow and turbulence in the non-aerated skimming flow region of steep stepped spillways. Environmental Fluid Mechanics, 11(3), 263-288. doi:10.1007/s10652-010-9188-6 es_ES
dc.description.references Bradshaw, P. (1997). Understanding and prediction of turbulent flow—1996. International Journal of Heat and Fluid Flow, 18(1), 45-54. doi:10.1016/s0142-727x(96)00134-8 es_ES
dc.description.references Caishui, H. (2012). Three-dimensional Numerical Analysis of Flow Pattern in Pressure Forebay of Hydropower Station. Procedia Engineering, 28, 128-135. doi:10.1016/j.proeng.2012.01.694 es_ES
dc.description.references Castillo L. G. J. M. Carrillo J. T. García and A. Vigueras-Rodríguez. 2014. “Numerical simulations and laboratory measurements in hydraulic jumps.” In Proc. 11th Int. Conf. of Hydroinformatics. New York: Spanish Ministry of Economy. es_ES
dc.description.references Castro-Orgaz, O., & Hager, W. H. (2009). Classical hydraulic jump: basic flow features. Journal of Hydraulic Research, 47(6), 744-754. doi:10.3826/jhr.2009.3610 es_ES
dc.description.references Procedure for Estimation and Reporting of Uncertainty Due to Discretization in CFD Applications. (2008). Journal of Fluids Engineering, 130(7), 078001. doi:10.1115/1.2960953 es_ES
dc.description.references Chachereau, Y., & Chanson, H. (2011). Free-surface fluctuations and turbulence in hydraulic jumps. Experimental Thermal and Fluid Science, 35(6), 896-909. doi:10.1016/j.expthermflusci.2011.01.009 es_ES
dc.description.references Chanson, H. (2006). Bubble entrainment, spray and splashing at hydraulic jumps. Journal of Zhejiang University-SCIENCE A, 7(8), 1396-1405. doi:10.1631/jzus.2006.a1396 es_ES
dc.description.references Chanson, H. (2009). Current knowledge in hydraulic jumps and related phenomena. A survey of experimental results. European Journal of Mechanics - B/Fluids, 28(2), 191-210. doi:10.1016/j.euromechflu.2008.06.004 es_ES
dc.description.references Chanson, H. (2013). Hydraulics of aerated flows:qui pro quo? Journal of Hydraulic Research, 51(3), 223-243. doi:10.1080/00221686.2013.795917 es_ES
dc.description.references Chanson, H., & Brattberg, T. (2000). Experimental study of the air–water shear flow in a hydraulic jump. International Journal of Multiphase Flow, 26(4), 583-607. doi:10.1016/s0301-9322(99)00016-6 es_ES
dc.description.references Chanson, H., & Gualtieri, C. (2008). Similitude and scale effects of air entrainment in hydraulic jumps. Journal of Hydraulic Research, 46(1), 35-44. doi:10.1080/00221686.2008.9521841 es_ES
dc.description.references Chanson, H., & Montes, J. S. (1995). Characteristics of Undular Hydraulic Jumps: Experimental Apparatus and Flow Patterns. Journal of Hydraulic Engineering, 121(2), 129-144. doi:10.1061/(asce)0733-9429(1995)121:2(129) es_ES
dc.description.references Cheng, C.-K., Tai, Y.-C., & Jin, Y.-C. (2017). Particle Image Velocity Measurement and Mesh-Free Method Modeling Study of Forced Hydraulic Jumps. Journal of Hydraulic Engineering, 143(9), 04017028. doi:10.1061/(asce)hy.1943-7900.0001325 es_ES
dc.description.references Dong, Wang, Vetsch, Boes, & Tan. (2019). Numerical Simulation of Air–Water Two-Phase Flow on Stepped Spillways Behind X-Shaped Flaring Gate Piers under Very High Unit Discharge. Water, 11(10), 1956. doi:10.3390/w11101956 es_ES
dc.description.references Fuentes-Pérez, J. F., Silva, A. T., Tuhtan, J. A., García-Vega, A., Carbonell-Baeza, R., Musall, M., & Kruusmaa, M. (2018). 3D modelling of non-uniform and turbulent flow in vertical slot fishways. Environmental Modelling & Software, 99, 156-169. doi:10.1016/j.envsoft.2017.09.011 es_ES
dc.description.references Gualtieri, C., & Chanson, H. (2007). Experimental analysis of Froude number effect on air entrainment in the hydraulic jump. Environmental Fluid Mechanics, 7(3), 217-238. doi:10.1007/s10652-006-9016-1 es_ES
dc.description.references Hager, W. H. (1992). Energy Dissipators and Hydraulic Jump. Water Science and Technology Library. doi:10.1007/978-94-015-8048-9 es_ES
dc.description.references Hager, W. H., & Bremen, R. (1989). Classical hydraulic jump: sequent depths. Journal of Hydraulic Research, 27(5), 565-585. doi:10.1080/00221688909499111 es_ES
dc.description.references Hager, W. H., Bremen, R., & Kawagoshi, N. (1990). Classical hydraulic jump: length of roller. Journal of Hydraulic Research, 28(5), 591-608. doi:10.1080/00221689009499048 es_ES
dc.description.references Heller, V. (2011). Scale effects in physical hydraulic engineering models. Journal of Hydraulic Research, 49(3), 293-306. doi:10.1080/00221686.2011.578914 es_ES
dc.description.references Hirt, C. ., & Nichols, B. . (1981). Volume of fluid (VOF) method for the dynamics of free boundaries. Journal of Computational Physics, 39(1), 201-225. doi:10.1016/0021-9991(81)90145-5 es_ES
dc.description.references Ho, D. K. H., & Riddette, K. M. (2010). Application of computational fluid dynamics to evaluate hydraulic performance of spillways in australia. Australian Journal of Civil Engineering, 6(1), 81-104. doi:10.1080/14488353.2010.11463946 es_ES
dc.description.references Jesudhas, V., Balachandar, R., Roussinova, V., & Barron, R. (2018). Turbulence Characteristics of Classical Hydraulic Jump Using DES. Journal of Hydraulic Engineering, 144(6), 04018022. doi:10.1061/(asce)hy.1943-7900.0001427 es_ES
dc.description.references Jesudhas, V., Roussinova, V., Balachandar, R., & Barron, R. (2017). Submerged Hydraulic Jump Study Using DES. Journal of Hydraulic Engineering, 143(3), 04016091. doi:10.1061/(asce)hy.1943-7900.0001231 es_ES
dc.description.references KIM, J. (2004). A numerical study of the effects of ambient wind direction on flow and dispersion in urban street canyons using the RNG k?? turbulence model. Atmospheric Environment, 38(19), 3039-3048. doi:10.1016/j.atmosenv.2004.02.047 es_ES
dc.description.references Kim, S.-E., & Boysan, F. (1999). Application of CFD to environmental flows. Journal of Wind Engineering and Industrial Aerodynamics, 81(1-3), 145-158. doi:10.1016/s0167-6105(99)00013-6 es_ES
dc.description.references Kirkgöz, M. S., & Ardiçlioğlu, M. (1997). Velocity Profiles of Developing and Developed Open Channel Flow. Journal of Hydraulic Engineering, 123(12), 1099-1105. doi:10.1061/(asce)0733-9429(1997)123:12(1099) es_ES
dc.description.references Langhi, M., & Hosoda, T. (2018). Three-dimensional unsteady RANS model for hydraulic jumps. ISH Journal of Hydraulic Engineering, 1-8. doi:10.1080/09715010.2018.1555775 es_ES
dc.description.references Liu, M., Rajaratnam, N., & Zhu, D. Z. (2004). Turbulence Structure of Hydraulic Jumps of Low Froude Numbers. Journal of Hydraulic Engineering, 130(6), 511-520. doi:10.1061/(asce)0733-9429(2004)130:6(511) es_ES
dc.description.references Liu, T., Song, L., Fu, W., Wang, G., Lin, Q., Zhao, D., & Yi, B. (2018). Experimental Study on Single-Hole Injection of Kerosene into Pressurized Quiescent Environments. Journal of Energy Engineering, 144(3), 04018014. doi:10.1061/(asce)ey.1943-7897.0000536 es_ES
dc.description.references Ma, J., Oberai, A. A., Lahey, R. T., & Drew, D. A. (2011). Modeling air entrainment and transport in a hydraulic jump using two-fluid RANS and DES turbulence models. Heat and Mass Transfer, 47(8), 911-919. doi:10.1007/s00231-011-0867-8 es_ES
dc.description.references McCorquodale, J. A., & Khalifa, A. (1983). Internal Flow in Hydraulic Jumps. Journal of Hydraulic Engineering, 109(5), 684-701. doi:10.1061/(asce)0733-9429(1983)109:5(684) es_ES
dc.description.references McDonald P. W. 1971. “The computation of transonic flow through two-dimensional gas turbine cascades.” In Proc. ASME 1971 Int. Gas Turbine Conf. and Products Show. Houston: International Gas Turbine Institute. es_ES
dc.description.references Mossa, M. (1999). On the oscillating characteristics of hydraulic jumps. Journal of Hydraulic Research, 37(4), 541-558. doi:10.1080/00221686.1999.9628267 es_ES
dc.description.references Padulano, R., Fecarotta, O., Del Giudice, G., & Carravetta, A. (2017). Hydraulic Design of a USBR Type II Stilling Basin. Journal of Irrigation and Drainage Engineering, 143(5), 04017001. doi:10.1061/(asce)ir.1943-4774.0001150 es_ES
dc.description.references Resch, F. J., & Leutheusser, H. J. (1972). Le ressaut hydraulique : mesures de turbulence dans la région diphasique. La Houille Blanche, 58(4), 279-293. doi:10.1051/lhb/1972021 es_ES
dc.description.references Sarfaraz M. and J. Attari. 2011. “Numerical simulation of uniform flow region over a steeply sloping stepped spillway.” In Proc. 6th National Congress on Civil Engineering. Semnan Iran: Iran Water and Power Development Company. es_ES
dc.description.references Spalart, P. . (2000). Strategies for turbulence modelling and simulations. International Journal of Heat and Fluid Flow, 21(3), 252-263. doi:10.1016/s0142-727x(00)00007-2 es_ES
dc.description.references Speziale, C. G., & Thangam, S. (1992). Analysis of an RNG based turbulence model for separated flows. International Journal of Engineering Science, 30(10), 1379-IN4. doi:10.1016/0020-7225(92)90148-a es_ES
dc.description.references Spoljaric A. 1984. “Dynamic characteristics of the load on the bottom plate under hydraulic jump.” In Proc. Int. Conf. Hydrosoft’84: Hydraulic Engineering Software. New York: Elsevier. es_ES
dc.description.references Teuber, K., Broecker, T., Bayón, A., Nützmann, G., & Hinkelmann, R. (2019). CFD-modelling of free surface flows in closed conduits. Progress in Computational Fluid Dynamics, An International Journal, 19(6), 368. doi:10.1504/pcfd.2019.103266 es_ES
dc.description.references Toso, J. W., & Bowers, C. E. (1988). Extreme Pressures in Hydraulic‐Jump Stilling Basins. Journal of Hydraulic Engineering, 114(8), 829-843. doi:10.1061/(asce)0733-9429(1988)114:8(829) es_ES
dc.description.references Valero D. and D. B. Bung. 2015. “Hybrid investigations of air transport processes in moderately sloped stepped spillway flows.” In Vol. 28 of E-proc. 36th IAHR World Congress 1–10. The Hague Netherlands: IHE Delft. es_ES
dc.description.references Valero, D., & Bung, D. B. (2016). Sensitivity of turbulent Schmidt number and turbulence model to simulations of jets in crossflow. Environmental Modelling & Software, 82, 218-228. doi:10.1016/j.envsoft.2016.04.030 es_ES
dc.description.references Valero, D., Viti, N., & Gualtieri, C. (2018). Numerical Simulation of Hydraulic Jumps. Part 1: Experimental Data for Modelling Performance Assessment. Water, 11(1), 36. doi:10.3390/w11010036 es_ES
dc.description.references Viti, N., Valero, D., & Gualtieri, C. (2018). Numerical Simulation of Hydraulic Jumps. Part 2: Recent Results and Future Outlook. Water, 11(1), 28. doi:10.3390/w11010028 es_ES
dc.description.references von Kármán T. 1930. “Mechanische Ähnlichkeit und Turbulenz.” In Proc. 3rd Int. Congress on Applied Mechanics. New York: Springer. es_ES
dc.description.references Wang H. 2014. “Turbulence and air entrainment in hydraulic jumps.” Ph.D. thesis Dept. of Civil Engineering Univ. of Queensland. es_ES
dc.description.references Wang, H., & Chanson, H. (2013). Air entrainment and turbulent fluctuations in hydraulic jumps. Urban Water Journal, 12(6), 502-518. doi:10.1080/1573062x.2013.847464 es_ES
dc.description.references Wang, H., & Chanson, H. (2015). Experimental Study of Turbulent Fluctuations in Hydraulic Jumps. Journal of Hydraulic Engineering, 141(7), 04015010. doi:10.1061/(asce)hy.1943-7900.0001010 es_ES
dc.description.references Weller, H. G., Tabor, G., Jasak, H., & Fureby, C. (1998). A tensorial approach to computational continuum mechanics using object-oriented techniques. Computers in Physics, 12(6), 620. doi:10.1063/1.168744 es_ES
dc.description.references Witt, A., Gulliver, J., & Shen, L. (2015). Simulating air entrainment and vortex dynamics in a hydraulic jump. International Journal of Multiphase Flow, 72, 165-180. doi:10.1016/j.ijmultiphaseflow.2015.02.012 es_ES
dc.description.references Wu, J., Zhou, Y., & Ma, F. (2018). Air entrainment of hydraulic jump aeration basin. Journal of Hydrodynamics, 30(5), 962-965. doi:10.1007/s42241-018-0088-4 es_ES
dc.description.references Xiang, M., Cheung, S. C. P., Tu, J. Y., & Zhang, W. H. (2014). A multi-fluid modelling approach for the air entrainment and internal bubbly flow region in hydraulic jumps. Ocean Engineering, 91, 51-63. doi:10.1016/j.oceaneng.2014.08.016 es_ES
dc.description.references Yakhot, V., Orszag, S. A., Thangam, S., Gatski, T. B., & Speziale, C. G. (1992). Development of turbulence models for shear flows by a double expansion technique. Physics of Fluids A: Fluid Dynamics, 4(7), 1510-1520. doi:10.1063/1.858424 es_ES
dc.description.references Zhang, G., Wang, H., & Chanson, H. (2012). Turbulence and aeration in hydraulic jumps: free-surface fluctuation and integral turbulent scale measurements. Environmental Fluid Mechanics, 13(2), 189-204. doi:10.1007/s10652-012-9254-3 es_ES
dc.subject.ods 06.- Garantizar la disponibilidad y la gestión sostenible del agua y el saneamiento para todos es_ES


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