摘要
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。
Abstract Based on test study of wave pressure for breakwater and wharf structures, this paper compares wave pressure variations of different breakwater crests and obtains the relationship between relative transmitting distance b/L and wave pressure discount factor K, which may be used for design of breakwater and wharf structures.
出处
《水运工程》
北大核心
1998年第8期1-5,共5页
Port & Waterway Engineering
