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dc.contributor.authorQuanhe Ju
dc.contributor.authorShuguang Liu
dc.contributor.authorWenrui Huang
dc.contributor.authorGuihui Zhong
dc.date.accessioned2019-09-18T10:39:35Z
dc.date.available2019-09-18T10:39:35Z
dc.date.issued2019
dc.identifier.other%28ASCE%29WW.1943-5460.0000507.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4259930
dc.description.abstractExisting studies on the distribution of individual wave overtopping over sea dikes have not taken the effects of the berm into consideration. In this study, a series of physical experiments have been conducted on smooth sea dikes with intermediate berm and low-crested slopes, aiming to gain the knowledge of the berm effects on the probability of wave overtopping Pow and the probability distribution of individual wave overtopping (characterized by a shape factor b and a scale factor a, which are related to the probability of wave overtopping Pow). Two prediction equations have been derived based on the new experiment data to account for the reduction effects of the berm on the parameters Pow and b. In both equations, the relative berm length appears to be more effective in reducing the two parameters in contrast to the relative water depth on the berm, and both parameters decrease with an increase in the relative berm length and a decrease in the relative water depth on the berm in an exponential manner. The equations give an insight into the influence of the berm on the probability distribution of individual wave overtopping and provide good predictions of the berm effects.
dc.publisherAmerican Society of Civil Engineers
dc.titleBerm Effects on the Probability Distribution of Individual Wave Overtopping Discharge over a Low-Crested Sea Dike
dc.typeJournal Paper
dc.journal.volume145
dc.journal.issue4
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000507
dc.page04019012
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2019:;Volume ( 145 ):;issue: 004
dc.contenttypeFulltext


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