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Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/15651
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dc.contributor.authorFreire, P.pt_BR
dc.contributor.authorSancho, F. E.pt_BR
dc.contributor.authorOliveira, F. S. B. F.pt_BR
dc.date.accessioned2009-02-09T14:38:04Zpt_BR
dc.date.accessioned2010-04-26T07:49:08Zpt_BR
dc.date.accessioned2014-10-20T09:51:05Zpt_BR
dc.date.accessioned2016-04-28T14:15:39Z-
dc.date.available2009-02-09T14:38:04Zpt_BR
dc.date.available2010-04-26T07:49:08Zpt_BR
dc.date.available2014-10-20T09:51:05Zpt_BR
dc.date.available2016-04-28T14:15:39Z-
dc.date.issued2008-07pt_BR
dc.identifier.urihttps://repositorio.lnec.pt/jspui/handle/123456789/15651-
dc.description.abstractIn this study, the beach profile evolution in front of a seawall was investigated through combining a large scale physical model and a deterministic 2D-vertical cross-shore morphodynamic numerical model. Experiments were conducted under erosive and accretive wave conditions, for two different water levels at the toe of a seawall, affecting the wave-structure interaction and beach profile evolution. The results show the importance of the wave-structure interaction determining the profile evolution. A better agreement was observed between the numerical and physical results when that interaction is considered.pt_BR
dc.format.extent85961 bytespt_BR
dc.format.mimetypeapplication/pdfpt_BR
dc.language.isoengpt_BR
dc.rightsrestrictedAccesspt_BR
dc.titleSediment dynamics and scalling laws for propagating waves reaching coastal defensespt_BR
dc.typeworkingPaperpt_BR
dc.description.pages87-90pt_BR
dc.identifier.seminarioSecond International Conference on the Application of Physical Modelling to Port and Coastal Protection (CoastLab08)pt_BR
dc.identifier.localBaript_BR
dc.description.year2008pt_BR
dc.description.data2 a 5 de Julho 2008pt_BR
Appears in Collections:DHA/NEC - Comunicações a congressos e artigos de revista

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