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dc.contributor.author | Capilla Romá, Maria Teresa | es_ES |
dc.contributor.author | Balaguer Beser, Ángel Antonio | es_ES |
dc.date.accessioned | 2015-11-23T15:13:45Z | |
dc.date.available | 2015-11-23T15:13:45Z | |
dc.date.issued | 2013-11 | |
dc.identifier.issn | 0377-0427 | |
dc.identifier.uri | http://hdl.handle.net/10251/57916 | |
dc.description.abstract | This paper is concerned with the development of high-order well-balanced central schemes to solve the shallow water equations in two spatial dimensions. A Runge Kutta scheme is applied for time discretization. A Gaussian quadrature rule is used to evaluate time integrals and a three-degree polynomial which calculates point-values or flux values. A new procedure has been defined to evaluate the flux integrals and to approach the 2D source term integrals in order to verify the exact C-property, using the water surface elevation instead of the water depth as a variable. Numerical experiments have confirmed the high-resolution properties of our numerical scheme in 2D test problems. | es_ES |
dc.description.sponsorship | This work was partially funded by the "Programa de Apoyo a la Investigacion y Desarrollo" (PAID-06-10) and (PAID-05-12) of the Universidad Politecnica de Valencia. Angel Balaguer-Beser thanks the support of the Spanish Ministry of Education and Science in the framework of the Projects CGL2009-14220-C02-01 and CGL2010-19591. The authors express their gratitude to the anonymous reviewers for their helpful comments. | en_EN |
dc.language | Inglés | es_ES |
dc.publisher | Elsevier | es_ES |
dc.relation.ispartof | Journal of Computational and Applied Mathematics | es_ES |
dc.rights | Reserva de todos los derechos | es_ES |
dc.subject | Central scheme | es_ES |
dc.subject | Well-balanced | es_ES |
dc.subject | C-property | es_ES |
dc.subject | Non-oscillatory | es_ES |
dc.subject | Shallow water equations | es_ES |
dc.subject.classification | MATEMATICA APLICADA | es_ES |
dc.title | A new well-balanced non-oscillatory central scheme for the shallow water equations on rectangular meshes | es_ES |
dc.type | Artículo | es_ES |
dc.identifier.doi | 10.1016/j.cam.2013.01.014 | |
dc.relation.projectID | info:eu-repo/grantAgreement/UPV//PAID-06-10/ | es_ES |
dc.relation.projectID | info:eu-repo/grantAgreement/UPV//PAID-05-12/ | es_ES |
dc.relation.projectID | info:eu-repo/grantAgreement/MICINN//CGL2010-19591/ES/DESARROLLO DE METODOLOGIAS INTEGRADAS PARA LA ACTUALIZACION DE BASES DE DATOS DE OCUPACION DEL SUELO/ | es_ES |
dc.relation.projectID | info:eu-repo/grantAgreement/MICINN//CGL2009-14220-C02-01/ES/CGL2009-14220-C02-01/ | es_ES |
dc.rights.accessRights | Abierto | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Departamento de Matemática Aplicada - Departament de Matemàtica Aplicada | es_ES |
dc.description.bibliographicCitation | Capilla Romá, MT.; Balaguer Beser, ÁA. (2013). A new well-balanced non-oscillatory central scheme for the shallow water equations on rectangular meshes. Journal of Computational and Applied Mathematics. 252:62-74. https://doi.org/10.1016/j.cam.2013.01.014 | es_ES |
dc.description.accrualMethod | S | es_ES |
dc.relation.publisherversion | http://dx.doi.org/10.1016/j.cam.2013.01.014 | es_ES |
dc.description.upvformatpinicio | 62 | es_ES |
dc.description.upvformatpfin | 74 | es_ES |
dc.type.version | info:eu-repo/semantics/publishedVersion | es_ES |
dc.description.volume | 252 | es_ES |
dc.relation.senia | 255107 | es_ES |
dc.contributor.funder | Ministerio de Ciencia e Innovación | es_ES |
dc.contributor.funder | Universitat Politècnica de València | es_ES |