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dc.contributor.authorLopes, Pedro
dc.contributor.authorLeandro, Jorge
dc.contributor.authorCarvalho, Rita F.
dc.contributor.authorRusso, Beniamino
dc.contributor.authorGómez Valentín, Manuel
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2016-12-22T18:16:58Z
dc.date.available2016-12-22T18:16:58Z
dc.date.issued2016-10
dc.identifier.citationLopes, P., Leandro, J., Carvalho, R., Russo, B., Gomez, M. Assessment of the ability of a volume of fluid model to reproduce the efficiency of a continuous transverse gully with grate. "Journal of irrigation and drainage engineering", Octubre 2016, vol. 142, núm. 10, p. 04016039-1-04016039-9.
dc.identifier.issn0733-9437
dc.identifier.urihttp://hdl.handle.net/2117/98777
dc.description.abstractThis paper deals with the numerical investigation of the drainage efficiency of a continuous transverse gully with the grate’s slots aligned in the flow direction and compared with experimental data sets. The gully efficiency attained with a three-dimensional (3D) numerical model is compared and validated against experimental data. The numerical simulations are performed using a computational fluid dynamics volume of fluid solver. Different slopes, from 0 to 10%, and a wide range of drainage flows, from 6.67 to 66.67¿¿L/s/m66.67¿¿L/s/m, are simulated. The linear relation between Froude number and efficiency of the gully is in agreement to the one experimentally obtained.
dc.language.isoeng
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Geologia::Hidrologia
dc.subject.lcshDrainage--Mathematical models
dc.subject.otherNumerical validation
dc.subject.otherVolume of fluid
dc.subject.otherTransverse gully
dc.subject.otherDrainage efficiency
dc.titleAssessment of the ability of a volume of fluid model to reproduce the efficiency of a continuous transverse gully with grate
dc.typeArticle
dc.subject.lemacDrenatge
dc.contributor.groupUniversitat Politècnica de Catalunya. FLUMEN - Dinàmica Fluvial i Enginyeria Hidrològica
dc.identifier.doi10.1061/(ASCE)IR.1943-4774.0001058
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttp://ascelibrary.org/doi/10.1061/%28ASCE%29IR.1943-4774.0001058
dc.rights.accessOpen Access
local.identifier.drac19331670
dc.description.versionPostprint (author's final draft)
local.citation.authorLopes, P.; Leandro, J.; Carvalho, R.; Russo, B.; Gomez, M.
local.citation.publicationNameJournal of irrigation and drainage engineering
local.citation.volume142
local.citation.number10
local.citation.startingPage04016039-1
local.citation.endingPage04016039-9


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