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中文摘要：
基于波浪水槽试验，对孤立波通过潜堤的传播变形、透射系数和波浪爬高开展研究，分析了潜堤消浪效果、波浪爬高与相对堤顶水深和潜堤透水率的关系．研究结果表明，在相同透水率的条件下，透射系数随着相对堤顶水深的增大而增大．波浪爬高明显随着入射波高的增大而增大，并且成线性趋势，在同一透水率下，波浪爬高随着堤顶水深的增大而增大．
英文摘要：
The physical model experiment was carried out. The solitary wave propagation o- ver the submerged breakwater, transmission coefficient and wave run-up were studied. The relationship between permeable rate, relative crest depth and wave dissipation of the sub- merged breakwater, the wave run-up was analyzed. The experimental results show that the transmission coefficient increases as relative crest depth increased in the same permeable rate. The wave run-up increases as the wave height increased in a linear trend. The wave run-up increase as the relative crest depth increased in the same permeable rate.
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