Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1004300
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dc.contributor.authorAbreu, T.pt_BR
dc.contributor.authorSilva, P. A.pt_BR
dc.contributor.authorSancho, F. E.pt_BR
dc.contributor.authorMichallet, H.pt_BR
dc.contributor.authorVasconcelos, L.pt_BR
dc.date.accessioned2013-01-07T17:08:14Zpt_BR
dc.date.accessioned2014-10-20T09:53:09Zpt_BR
dc.date.accessioned2017-04-13T10:12:09Z-
dc.date.available2013-01-07T17:08:14Zpt_BR
dc.date.available2014-10-20T09:53:09Zpt_BR
dc.date.available2017-04-13T10:12:09Z-
dc.date.issued2012-09pt_BR
dc.identifier.urihttps://repositorio.lnec.pt/jspui/handle/123456789/1004300-
dc.description.abstractAs waves travel and shoal towards a beach, their surface elevation becomes peaky (sharp crests) and asymmetric relative to the vertical, differing from the sinusoidal profile of linear waves. Below the surface, the passage of the progressive waves induces fluid velocities, showing similar (time) asymmetries. These nonlinearities are inextricably linked to sediment transport, but the processes involved are not well understood. This work analyses the data collected during a recent experimental project under skewed oscillatory flows. It validates a simple method based on the defect law to reproduce the horizontal velocities within the wave bottom boundary layer. Results indicate a good agreement between the measured and modeled velocities using this methodology.pt_BR
dc.rightsopenAccesspt_BR
dc.subjectOscillatory flowspt_BR
dc.subjectHorizontal velocitiespt_BR
dc.subjectDefect lawpt_BR
dc.subjectSheet-flow.pt_BR
dc.titleModelling horizontalvelocities within the wave bottom boundary layerpt_BR
dc.typeconferenceObjectpt_BR
dc.description.pages1-8 pppt_BR
dc.identifier.seminarioInternational Conference on Modelling and Simulationpt_BR
dc.identifier.localBanff, Canadápt_BR
dc.description.sectorDHA/NECpt_BR
dc.description.year2012pt_BR
Appears in Collections:DHA/NEC - Comunicações a congressos e artigos de revista

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