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dc.contributor.authorNiels Gjøl
dc.contributor.authorJacobsen
dc.contributor.authorJørgen
dc.contributor.authorFredsoe
dc.date.accessioned2017-05-08T22:20:32Z
dc.date.available2017-05-08T22:20:32Z
dc.date.copyrightMarch 2014
dc.date.issued2014
dc.identifier.other42116647.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/78184
dc.description.abstractThis paper focuses on the optimal location for dumping nourished sand on a barred coastline. This is done by investigating the short-term behavior of the cross-shore redistribution of nourished sediment on a breaker-bar profile in a two-dimensional vertical plane. This is achieved by the use of a complete numerical description of the surf-zone processes with respect to both hydrodynamics and sediment transport. The numerical model is based on the finite-volume approach with a free surface-tracking method, also known as the volume of fluid (VOF), and the sediment transport is calculated applying the Engelund and Fredsøe deterministic concept. The methodology is as follows: a Dean/Bruun equilibrium profile is exposed to regular waves (chosen as
dc.publisherAmerican Society of Civil Engineers
dc.titleCross-Shore Redistribution of Nourished Sand near a Breaker Bar
dc.typeJournal Paper
dc.journal.volume140
dc.journal.issue2
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000233
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2014:;Volume ( 140 ):;issue: 002
dc.contenttypeFulltext


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