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通过试验，对防波堤─码头结构的波压力进行研究，比较了不同堤顶宽度时波压力的变化，并根据试验得出了相对波浪传播距离ｂ／Ｌ和波压力折减系数Ｋ的经验曲线，可供类似的防波堤─码头结构的波压力计算参考。
The wave pressures of the breakwater-wharf structure are studied through experiments. The wave pressure changes with different dike widths are compared. Based on the experiments, the empirical curves of relative wave propagation distance b / L and wave pressure reduction coefficient K are obtained. For similar breakwater ─ wharf structure of the wave pressure calculation reference.