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dc.contributor.authorRozita Jalali
dc.contributor.authorFarahani
dc.contributor.authorRobert A.
dc.contributor.authorDalrymple
dc.contributor.authorAlexis
dc.contributor.authorHérault
dc.contributor.authorGiuseppe
dc.contributor.authorBilotta
dc.date.accessioned2017-05-08T22:04:28Z
dc.date.available2017-05-08T22:04:28Z
dc.date.copyrightJanuary 2014
dc.date.issued2014
dc.identifier.other(ASCE)EM.1943-7889.0000744.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/70500
dc.description.abstractA Lagrangian numerical method called smoothed particle hydrodynamics (SPH) is used to analyze a simplified bar/rip channel system on a beach. Prior studies have shown that SPH models propagate water waves well, including breaking waves; here, it is shown that SPH also models the mean wave-induced nearshore circulation created by breaking waves. The model predictions are compared with the previous laboratory measurements and show good agreement, including the mean velocity profiles, mean surface elevation, and cross-shore velocity components over the rip channel. The alongshore variation of various components of radiation stress and the resulting alongshore force that acts as a feeder for the rip current are obtained from the numerical results.
dc.publisherAmerican Society of Civil Engineers
dc.titleThree-Dimensional SPH Modeling of a Bar/Rip Channel System
dc.typeJournal Paper
dc.journal.volume140
dc.journal.issue1
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000214
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2014:;Volume ( 140 ):;issue: 001
dc.contenttypeFulltext


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