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Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1005337
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dc.contributor.authorConde, J. M.pt_BR
dc.contributor.authorFortes, C. J. E. M.pt_BR
dc.contributor.authorDidier, E.pt_BR
dc.contributor.authorNeves, D. R.pt_BR
dc.contributor.authorEndres, L.pt_BR
dc.date.accessioned2013-11-03T18:55:37Zpt_BR
dc.date.accessioned2014-10-20T13:36:50Zpt_BR
dc.date.accessioned2017-04-13T12:11:43Z-
dc.date.available2013-11-03T18:55:37Zpt_BR
dc.date.available2014-10-20T13:36:50Zpt_BR
dc.date.available2017-04-13T12:11:43Z-
dc.date.issued2012-09pt_BR
dc.identifier.urihttps://repositorio.lnec.pt/jspui/handle/123456789/1005337-
dc.description.abstractThe 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.isoengpt_BR
dc.rightsopenAccesspt_BR
dc.titleA contribution to the study of wave propagation and wave breaking: physical and numerical modellingpt_BR
dc.typeconferenceObjectpt_BR
dc.description.figures6pt_BR
dc.description.tables2pt_BR
dc.description.pages10ppt_BR
dc.identifier.seminario4th International Conference on the Application of Physical Modelling to Port and Coastal Protectionpt_BR
dc.identifier.localGhent, Belgiumpt_BR
dc.description.sectorDHA/NPEpt_BR
dc.description.year2012pt_BR
dc.description.data17-20 Septemberpt_BR
Appears in Collections:DHA/NPE - Comunicações a congressos e artigos de revista

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