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dc.contributor.authorCea Gómez, Luis
dc.contributor.authorBladé i Castellet, Ernest
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Hidràulica, Marítima i Ambiental
dc.date.accessioned2015-09-02T16:43:40Z
dc.date.available2016-02-01T01:30:47Z
dc.date.created2015-07
dc.date.issued2015-07
dc.identifier.citationCea, L., Blade, E. A simple and efficient unstructured finite volume scheme for solving the shallow water equations in overland flow applications. "Water Resources Research", Juliol 2015, núm. 7, p. 5464-5486.
dc.identifier.issn1944-7973
dc.identifier.urihttp://hdl.handle.net/2117/76558
dc.descriptionAn edited version of this paper was published by AGU. Copyright (2015) American Geophysical Union.
dc.description.abstractThis paper presents the Decoupled Hydrological Discretisation (DHD) scheme for solving the shallow water equations in hydrological applications involving surface runoff in rural and urban basins. The name of the scheme is motivated by the fact that the three equations which form the two-dimensional shallow water system are discretised independently from each other and thus, the numerical scheme is decoupled in a mathematical sense. Its main advantages compared to other classic finite volume schemes for the shallow water equations are its simplicity to code and the lower computational cost per time step. The validation of the scheme is presented in five test cases involving overland flow and rainfall-runoff transformation over topographies of different complexity. The scheme is compared to the finite volume scheme ofRoe [1986], to the simple inertia formulation [Bates et al., 2010], and to the diffusive wave model. The test cases show that the DHD scheme is able to compute subcritical and supercritical flows in rural and urban environments, and that in overland flow applications it gives similar results to the second order scheme of Roe with a lower computational cost. The results obtained with the simple inertia and diffusive wave models are very similar to those obtained with the DHD scheme in rural basins in which the bed friction and topography dominate the flow hydrodynamics but they deteriorate in typical urban configurations in which the presence of supercritical flow conditions and small scale patterns boost the relevance of the inertial terms in the momentum equations.
dc.format.extent23 p.
dc.language.isoeng
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Enginyeria hidràulica, marítima i sanitària::Enginyeria sanitària
dc.subject.lcshRunoff--Mathematical models
dc.titleA simple and efficient unstructured finite volume scheme for solving the shallow water equations in overland flow applications
dc.typeArticle
dc.subject.lemacDrenatge
dc.contributor.groupUniversitat Politècnica de Catalunya. FLUMEN - Dinàmica Fluvial i Enginyeria Hidrològica
dc.identifier.doi10.1002/2014WR016547
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttp://onlinelibrary.wiley.com/doi/10.1002/2014WR016547/full
dc.rights.accessOpen Access
drac.iddocument16669431
dc.description.versionPostprint (published version)
upcommons.citation.authorCea, L., Blade, E.
upcommons.citation.publishedtrue
upcommons.citation.publicationNameWater Resources Research
upcommons.citation.volume51
upcommons.citation.number7
upcommons.citation.startingPage5464
upcommons.citation.endingPage5486


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