The wave impact on the deck of a piled wharf in splash zones was investigated through laboratory experiments. Three different shore connecting types: open-piled, permeable slope with armored layer of dolosse blocks and impermeable slope with armored layer of concrete plates, were set in the experiment for the research on the effects of boundary condition with different shore connecting types on the wave impact. In the experiment, the incident wave height H is in the range from 0.1m to 0.3m, and period T in the range from 1.0s to 2.0s. The ratio of s/H, which refers to the subface level of wharf deck (s) to the incident wave height (H), was between 0.1 and 0.4. The experimental results of the wave impact pressure on wharf deck under various case studies were presented. And the effects of different shore connecting structures and incident wave parameters on the impact pressure on wharf deck were discussed.
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机译：通过实验室实验研究了波浪对飞溅区中堆积码头的甲板的冲击。在实验中设置了三种不同的岸边连接类型：开放桩，透水斜面和薄板铠装层以及不透水边坡和混凝土板铠装层，以研究不同岸边连接类型的边界条件对波浪的影响影响。在实验中，入射波高H在0.1m至0.3m的范围内，周期T在1.0s至2.0s的范围内。 s / H之比（指码头甲板的子表面高度与入射波高（H））在0.1到0.4之间。给出了各种案例研究下码头上波浪冲击压力的实验结果。并讨论了不同岸边连接结构和入射波参数对码头甲板冲击压力的影响。
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