Local Scour Around Piles Under Wave Action
摘要
The model tests are performed with regular waves, and the effect of wave height, wave period, water depth, sediment size and pile diameter is evaluated. The shape and size of local scour around piles are studied. There are three typical scour patterns due to wave action. It is found that a relationship exists between the erosion depth and the wave number. An empirical formula of the maximum local scour is thus derived.
引用本文（GB/T 7714）
Guo Chen. Local Scour Around Piles Under Wave Action[J]. 中国海洋工程：英文版, 2004.
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