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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 |
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dc.subject.ods | 06.- Garantizar la disponibilidad y la gestión sostenible del agua y el saneamiento para todos | es_ES |