Sediment dynamics and scalling laws for propagating waves reaching coastal defenses

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dc.contributor.author	Freire, P.	pt_BR
dc.contributor.author	Sancho, F. E.	pt_BR
dc.contributor.author	Oliveira, F. S. B. F.	pt_BR
dc.date.accessioned	2009-02-09T14:38:04Z	pt_BR
dc.date.accessioned	2010-04-26T07:49:08Z	pt_BR
dc.date.accessioned	2014-10-20T09:51:05Z	pt_BR
dc.date.accessioned	2016-04-28T14:15:39Z
dc.date.available	2009-02-09T14:38:04Z	pt_BR
dc.date.available	2010-04-26T07:49:08Z	pt_BR
dc.date.available	2014-10-20T09:51:05Z	pt_BR
dc.date.available	2016-04-28T14:15:39Z
dc.date.issued	2008-07	pt_BR
dc.identifier.uri	https://repositorio.lnec.pt/jspui/handle/123456789/15651
dc.description.abstract	In 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.extent	85961 bytes	pt_BR
dc.format.mimetype	application/pdf	pt_BR
dc.language.iso	eng	pt_BR
dc.rights	restrictedAccess	pt_BR
dc.title	Sediment dynamics and scalling laws for propagating waves reaching coastal defenses	pt_BR
dc.type	workingPaper	pt_BR
dc.description.pages	87-90	pt_BR
dc.identifier.seminario	Second International Conference on the Application of Physical Modelling to Port and Coastal Protection (CoastLab08)	pt_BR
dc.identifier.local	Bari	pt_BR
dc.description.year	2008	pt_BR
dc.description.data	2 a 5 de Julho 2008	pt_BR