摘要：A knowledge of wave run-up behavior on a coastal structure is one of the most important factors affecting the design of coastal structures exposed to wave attack. Prediction of wave run-up on a coastal impermeable structure with slope face and various friction factors are discussed with simplifying assumptions. An analytical approach is given for predicting wave run-up based on data measurements as the parameters of incident waves entering to coastal structure. Statistical approach with Weibull distribution is given on prediction of wave run-up, and present the probability distribution of wave run-up height.
关键词：Wave run-up, coastal structure, friction factors, Weibull distribution
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