Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/8742
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dc.contributor.authorMelo Baptista, A.pt_BR
dc.date.accessioned2007-07-17T14:52:48Zpt_BR
dc.date.accessioned2010-04-26T08:35:07Zpt_BR
dc.date.accessioned2014-10-20T12:41:55Z-
dc.date.available2007-07-17T14:52:48Zpt_BR
dc.date.available2010-04-26T08:35:07Zpt_BR
dc.date.available2014-10-20T12:41:55Z-
dc.date.issued1984pt_BR
dc.identifier.urihttps://repositorio.lnec.pt/jspui/handle/123456789/8742pt_BR
dc.descriptionEste registo pertence ao Repositório Científico do LNEC-
dc.description.abstractA numerical method for the solution of the two-dimensional, unsteady, transport equation is formulated, and its accuracy is tested. The method uses a Eulerian-Lagrangian approach, in which the transport equation is divided into a diffusion equation (solved by a finite element method) and a convection equation (solved by the method of characteristics). This approach leads to results that are free of spurious oscillations and excessive numerical damping, even in the case where advection strongly dominates diffusion. For pure diffusion problems, optimal accuracy is approached as the time-step, At, goes to zero; conversely, for pure-convection problems, accuracy improves with increasing At; for convection-diffusion problems the At leading to optimal accuracy depends on the characteristics of the spatial discretization and on the relative importance of convection and diffusion. The method is cost-effective in modeling pollutant transport in coastal waters, as demonstrated by an illustrative application to a case study (sludge dumping in Massachusetts Bay). Numerical diffusion is eliminated or greatly reduced, raising the need for realistic estimation of dispersion coefficients. Costs (based on CPU time) should not exceed those of conventional Eulerian methods and, in some cases (e.g., problems involving predictions over several tidal cycles), considerable savings may even be achieved.pt_BR
dc.description.sponsorshipThesis Supervisor: Dr. Keith D. Stolzenbach Title: Associate Professor of Civil Engineering Dr. E. Eric Adams Principal Research Engineer and Lecturerpt_BR
dc.format.extent73 bytespt_BR
dc.format.extent37 bytespt_BR
dc.format.mimetypetext/plainpt_BR
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dc.language.isoporpt_BR
dc.publisher******pt_BR
dc.relation.ispartofseriesMSc Thesispt_BR
dc.rightsopenAccess-
dc.titleEulerian-Lagrangian Analysis of Pollutant Transport in Shallow Waterpt_BR
dc.typedoctoralThesispt_BR
dc.identifier.localedicaoMassachussets Institute of Technology, Cambridgept_BR
dc.description.pages******pt_BR
dc.identifier.seminario******pt_BR
dc.identifier.local******pt_BR
dc.description.volume******pt_BR
dc.identifier.proc******pt_BR
dc.description.data******pt_BR
dc.description.price******pt_BR
Appears in Collections:DHA/NEC - Programas de Investigação, Teses e Trabalhos de Síntese

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