A contribution to the study of wave propagation and wave breaking: physical and numerical modelling

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dc.contributor.author	Conde, J. M.	pt_BR
dc.contributor.author	Fortes, C. J. E. M.	pt_BR
dc.contributor.author	Didier, E.	pt_BR
dc.contributor.author	Neves, D. R.	pt_BR
dc.contributor.author	Endres, L.	pt_BR
dc.date.accessioned	2013-11-03T18:55:37Z	pt_BR
dc.date.accessioned	2014-10-20T13:36:50Z	pt_BR
dc.date.accessioned	2017-04-13T12:11:43Z
dc.date.available	2013-11-03T18:55:37Z	pt_BR
dc.date.available	2014-10-20T13:36:50Z	pt_BR
dc.date.available	2017-04-13T12:11:43Z
dc.date.issued	2012-09	pt_BR
dc.identifier.uri	https://repositorio.lnec.pt/jspui/handle/123456789/1005337
dc.description.abstract	The knowledge of the wave transformation and breaking characteristics near the coastline is essential for the design of coastal structures. This paper reports the experimental and numerical results of wave shoaling and breaking over a set of different gentle slopes. Two different numerical models are compared: a multi-layered Boussinesq model (COULWAVE) and a RANS model (FLUENT®). From the numerical tests, RANS model shows a better behavior than Boussinesq model and needs less calibration parameters; however computational time is the drawback of RANS models.	pt_BR
dc.language.iso	eng	pt_BR
dc.rights	openAccess	pt_BR
dc.title	A contribution to the study of wave propagation and wave breaking: physical and numerical modelling	pt_BR
dc.type	conferenceObject	pt_BR
dc.description.figures	6	pt_BR
dc.description.tables	2	pt_BR
dc.description.pages	10p	pt_BR
dc.identifier.seminario	4th International Conference on the Application of Physical Modelling to Port and Coastal Protection	pt_BR
dc.identifier.local	Ghent, Belgium	pt_BR
dc.description.sector	DHA/NPE	pt_BR
dc.description.year	2012	pt_BR
dc.description.data	17-20 September	pt_BR