In this thesis, numerical simulation of wave interaction with submerged porous breakwater is conducted.
本文以波浪和可渗潜堤为研究对象,对波浪与可渗潜堤的相互作用进行了数值模拟。
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A kind of breakwater is proposed which consists of two horizontal plates with the same dimension. One is on the free surface, the other is submerged just below it.