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Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1004291
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dc.contributor.authorDidier, E.pt_BR
dc.contributor.authorNeves, M. G.pt_BR
dc.date.accessioned2013-01-04T15:43:45Zpt_BR
dc.date.accessioned2014-10-20T13:36:01Zpt_BR
dc.date.accessioned2017-04-13T12:12:36Z-
dc.date.available2013-01-04T15:43:45Zpt_BR
dc.date.available2014-10-20T13:36:01Zpt_BR
dc.date.available2017-04-13T12:12:36Z-
dc.date.issued2012-09pt_BR
dc.identifier.issn1053-5381pt_BR
dc.identifier.urihttps://repositorio.lnec.pt/jspui/handle/123456789/1004291-
dc.description.abstractThis paper presents the new boundary condition implemented in the LNEC SPH numerical model based on the SPHysics model and on a standard Smoothed Particle Hydrodynamic formulation: the piston-type wave maker includes now dynamic wave absorption and allows simulating a semi-infinite flume. Verification of the active wave maker absorption is carried out through the simulation of the interaction between a regular incident wave and an impermeable vertical breakwater. Results show that the active wave-maker allows outgoing waves to be absorbed and reflection at the wave-maker to be avoidedpt_BR
dc.language.isoengpt_BR
dc.rightsopenAccesspt_BR
dc.subjectSmoothed particle hydrodynamics (sph)pt_BR
dc.subjectWave dynamic absorptionpt_BR
dc.subjectCoastal engineeringpt_BR
dc.titleA Semi-Infinite Numerical Wave Flume using Smoothed Particle Hydrodynamicspt_BR
dc.typearticlept_BR
dc.description.figures11pt_BR
dc.description.tables0pt_BR
dc.description.pages193–199pppt_BR
dc.description.volume22, No. 3pt_BR
dc.description.sectorDHA/NPEpt_BR
dc.description.magazineInternational Journal of Offshore and Polar Engineeringpt_BR
Appears in Collections:DHA/NPE - Comunicações a congressos e artigos de revista

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