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dc.contributor.authorLiu Ye;Li Shaowu
dc.date.accessioned2019-02-26T07:36:20Z
dc.date.available2019-02-26T07:36:20Z
dc.date.issued2018
dc.identifier.other%28ASCE%29WW.1943-5460.0000475.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248204
dc.description.abstractA new definition of wave groupiness factor is proposed here based on wave-height history of wave trains. This new definition takes into account the dual roles of both zero-downcrossing wave height and wave period in the spatial and temporal evolution of the wave groupiness. It is demonstrated that the new groupiness factor is less sensitive to the operational definition and can describe the groupiness degree of not only linear wave trains but also highly nonlinear ones. The variation of the wave groupiness across a laboratory fringing reef was investigated. Results showed that in the nonlinear shoaling zone, the groupiness became more pronounced. Decreasing of the groupiness was triggered by wave breaking in the vicinity of the breakpoint. The groupiness decreased rapidly shortly after breaking, whereas it increased in the inner surf zone. Infragravity wave modulation of short-wave water depth was the main source of groupiness after breaking.
dc.publisherAmerican Society of Civil Engineers
dc.titleVariation of Wave Groupiness across a Fringing Reef
dc.typeJournal Paper
dc.journal.volume144
dc.journal.issue6
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000475
dc.page4018022
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2018:;Volume ( 144 ):;issue: 006
dc.contenttypeFulltext


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