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    Berm Effects on the Probability Distribution of Individual Wave Overtopping Discharge over a Low-Crested Sea Dike

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2019:;Volume ( 145 ):;issue: 004
    Author:
    Quanhe Ju
    ,
    Shuguang Liu
    ,
    Wenrui Huang
    ,
    Guihui Zhong
    DOI: 10.1061/(ASCE)WW.1943-5460.0000507
    Publisher: American Society of Civil Engineers
    Abstract: Existing 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.
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      Berm Effects on the Probability Distribution of Individual Wave Overtopping Discharge over a Low-Crested Sea Dike

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4259930
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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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