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contributor authorLiu Ye;Li Shaowu
date accessioned2019-02-26T07:36:20Z
date available2019-02-26T07:36:20Z
date issued2018
identifier other%28ASCE%29WW.1943-5460.0000475.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248204
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.
publisherAmerican Society of Civil Engineers
titleVariation of Wave Groupiness across a Fringing Reef
typeJournal Paper
journal volume144
journal issue6
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)WW.1943-5460.0000475
page4018022
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2018:;Volume ( 144 ):;issue: 006
contenttypeFulltext


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