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contributor authorQuanhe Ju
contributor authorShuguang Liu
contributor authorWenrui Huang
contributor authorGuihui Zhong
date accessioned2019-09-18T10:39:35Z
date available2019-09-18T10:39:35Z
date issued2019
identifier other%28ASCE%29WW.1943-5460.0000507.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4259930
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.
publisherAmerican Society of Civil Engineers
titleBerm Effects on the Probability Distribution of Individual Wave Overtopping Discharge over a Low-Crested Sea Dike
typeJournal Paper
journal volume145
journal issue4
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)WW.1943-5460.0000507
page04019012
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2019:;Volume ( 145 ):;issue: 004
contenttypeFulltext


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