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飞溅区域堆积码头甲板的波的影响。三种不同的岸边连接类型：开放式，可渗透的斜坡，带有铠装块的铠装块和具有铠装的混凝土板的铠装层，在实验中设定了边界条件与不同岸边连接类型的边界条件的影响影响。在实验中，入射波高度H在0.1米至0.3米的范围内，周期T在1.0s至2.0s的范围内。 S / H的比率是指从入射波高度（H）的码头甲板的副表面，在0.1和0.4之间。提出了各种案例研究下码头甲板波撞击压力的实验结果。讨论了不同岸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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