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A New Wave Breaking Criterion for a Finite Element Boussinesq Model

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dc.contributor.author Pinheiro, L. pt_BR
dc.contributor.author Fortes, C. J. E. M. pt_BR
dc.contributor.author Santos, J. A. pt_BR
dc.contributor.author Fernandes, J. L. M. pt_BR
dc.contributor.author Okamoto, T. pt_BR
dc.date.accessioned 2012-09-26T09:56:13Z pt_BR
dc.date.accessioned 2014-10-20T13:40:05Z pt_BR
dc.date.accessioned 2017-04-13T09:02:05Z
dc.date.available 2012-09-26T09:56:13Z pt_BR
dc.date.available 2014-10-20T13:40:05Z pt_BR
dc.date.available 2017-04-13T09:02:05Z
dc.date.issued 2012-05 pt_BR
dc.identifier.uri https://repositorio.lnec.pt/jspui/handle/123456789/1003822
dc.description.abstract This 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.iso eng pt_BR
dc.rights openAccess pt_BR
dc.subject Wave breaking pt_BR
dc.subject Wwave propagation pt_BR
dc.subject Boussinesq equations pt_BR
dc.subject Finite elements pt_BR
dc.title A New Wave Breaking Criterion for a Finite Element Boussinesq Model pt_BR
dc.type conferenceObject pt_BR
dc.description.figures 8 pt_BR
dc.description.tables 5 pt_BR
dc.description.pages 10p pt_BR
dc.identifier.seminario 4ª Conferência Nacional em Mecânica de Fluidos, Termodinâmica e Energia pt_BR
dc.identifier.local Lisboa pt_BR
dc.description.sector DHA/NPE pt_BR
dc.description.year 2012 pt_BR
dc.description.data 28 e 29 de Maio pt_BR


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