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Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1006155
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dc.contributor.authorDidier, E.pt_BR
dc.contributor.authorNeves, D. R.pt_BR
dc.contributor.authorTeixeira, P.pt_BR
dc.contributor.authorDias, J.pt_BR
dc.contributor.authorNeves, M. G.pt_BR
dc.date.accessioned2014-05-26T16:23:23Zpt_BR
dc.date.accessioned2014-10-20T13:39:42Zpt_BR
dc.date.accessioned2017-04-13T11:04:51Z-
dc.date.available2014-05-26T16:23:23Zpt_BR
dc.date.available2014-10-20T13:39:42Zpt_BR
dc.date.available2017-04-13T11:04:51Z-
dc.date.issued2014-05pt_BR
dc.identifier.isbn978-989-96479-2-3pt_BR
dc.identifier.urihttps://repositorio.lnec.pt/jspui/handle/123456789/1006155-
dc.description.abstractNumerical modeling of an entire physical wave flume with a breakwater at scale 1:30 was performed using a coupling technique between FLUINCO wave propagation and SPHyCE wave-structure interaction codes. The rock blocks of the breakwater are directly simulated with the SPHyCE code using similar rectangular blocks. Numerical results of free surface elevation before the breakwater, over and inside the rock armor layer and overtopping discharge over the structure, for wave period 12s and wave heights 2.5 and 3.3m (prototype values), are in good accordance with experimental data.pt_BR
dc.language.isoengpt_BR
dc.rightsopenAccesspt_BR
dc.subjectOvertoppingpt_BR
dc.subjectSmoothed particle hydrodynamicspt_BR
dc.subjectPhysical modelingpt_BR
dc.subjectPorous breakwaterpt_BR
dc.titleSPH numerical and physical modeling of wave overtopping a porous breakwaterpt_BR
dc.typeconferenceObjectpt_BR
dc.description.figures7pt_BR
dc.description.tables2pt_BR
dc.description.pages10ppt_BR
dc.identifier.seminario3rd IAHR Europe Congresspt_BR
dc.identifier.localPortopt_BR
dc.description.sectorDHA/NPEpt_BR
dc.description.year2014pt_BR
dc.description.data14 a 16 de abrilpt_BR
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