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Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1003822
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dc.contributor.authorPinheiro, L.pt_BR
dc.contributor.authorFortes, C. J. E. M.pt_BR
dc.contributor.authorSantos, J. A.pt_BR
dc.contributor.authorFernandes, J. L. M.pt_BR
dc.contributor.authorOkamoto, T.pt_BR
dc.date.accessioned2012-09-26T09:56:13Zpt_BR
dc.date.accessioned2014-10-20T13:40:05Zpt_BR
dc.date.accessioned2017-04-13T09:02:05Z-
dc.date.available2012-09-26T09:56:13Zpt_BR
dc.date.available2014-10-20T13:40:05Zpt_BR
dc.date.available2017-04-13T09:02:05Z-
dc.date.issued2012-05pt_BR
dc.identifier.urihttps://repositorio.lnec.pt/jspui/handle/123456789/1003822-
dc.description.abstractThis paper describes the implementation and validation of two wave breaking methodologies in the BOUSSWMH numerical model (BOUSSinesq Wave Modelfor Harbors). BOUSS-WMH is a finite element model for wave propagation based upon the extended Boussinesq equation derived by Nwogu [8]. In the present work, two empirical formulations were used: the first one is the well know and widespread using free surface elevation acceleration method and the other one is the newly developed that includes Relative Trough Froude Number. The two will be compared and their main advantages and disadvantages will be evaluated.pt_BR
dc.language.isoengpt_BR
dc.rightsopenAccesspt_BR
dc.subjectWave breakingpt_BR
dc.subjectWwave propagationpt_BR
dc.subjectBoussinesq equationspt_BR
dc.subjectFinite elementspt_BR
dc.titleA New Wave Breaking Criterion for a Finite Element Boussinesq Modelpt_BR
dc.typeconferenceObjectpt_BR
dc.description.figures8pt_BR
dc.description.tables5pt_BR
dc.description.pages10ppt_BR
dc.identifier.seminario4ª Conferência Nacional em Mecânica de Fluidos, Termodinâmica e Energiapt_BR
dc.identifier.localLisboapt_BR
dc.description.sectorDHA/NPEpt_BR
dc.description.year2012pt_BR
dc.description.data28 e 29 de Maiopt_BR
Appears in Collections:DHA/NPE - Comunicações a congressos e artigos de revista

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