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dc.contributor.authorGalan
dc.contributor.authorSimarro
dc.contributor.authorOrfila
dc.contributor.authorSimarro
dc.contributor.authorP. L.-F.
dc.contributor.authorLiu
dc.date.accessioned2017-05-08T22:04:11Z
dc.date.available2017-05-08T22:04:11Z
dc.date.copyrightSeptember 2012
dc.date.issued2012
dc.identifier.other%28asce%29ww%2E1943-5460%2E0000189.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/70424
dc.description.abstractA set of fully nonlinear Boussinessq-type equations (BTEs) with improved linear and nonlinear dispersive performance is presented. The highest order of the derivatives is three in the equations, and they use the minimum number of unknowns: the free surface elevation and the horizontal velocity at a certain depth. The equations allow reduction of the errors both in linear frequency dispersion and shoaling below 0.30% for
dc.publisherAmerican Society of Civil Engineers
dc.titleFully Nonlinear Model for Water Wave Propagation from Deep to Shallow Waters
dc.typeJournal Paper
dc.journal.volume138
dc.journal.issue5
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000143
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2012:;Volume ( 138 ):;issue: 005
dc.contenttypeFulltext


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