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首页> 外文期刊>Journal of Waterway, Port, Coastal and Ocean Engineering >Berm Effects on the Probability Distribution of Individual Wave Overtopping Discharge over a Low-Crested Sea Dike
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Berm Effects on the Probability Distribution of Individual Wave Overtopping Discharge over a Low-Crested Sea Dike

机译:对低顶海堤单波越过放电的概率分布的影响

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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.
机译:现有的关于海堤上的单个波浪越过顶部的分布的研究没有考虑到护堤的影响。在这项研究中,已对具有中等坡度和低坡度坡度的光滑海堤进行了一系列物理实验,旨在了解坡度对波浪超坡概率Pow和单个波浪超坡概率分布的影响(其特征在于形状因子b和比例因子a,它们与波浪越过波的概率Pow有关。基于新的实验数据,得出了两个预测方程,以说明护堤对参数Pow和b的减小作用。在这两个方程中,相对于护堤上的相对水深,相对护堤长度似乎在减小两个参数上更有效,并且两个参数都随着相对护堤长度的增加和相对护堤上相对水深的减小而减小。护堤以指数方式。这些方程式可以深入了解护堤对单个波浪越过顶部的概率分布的影响,并可以很好地预测护堤的影响。

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