An analytical method was developed to study the wave diffraction effects on V-type bottom-mounted breakwaters.
给出了V形贯底式防波堤对波浪绕射计算的解析方法。
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An analytical method is developed to study wave potential in the fluid domain around V-shaped bottom-mounted breakwater in order to determine the wave pressure exerted on it in this paper.
Based on the experiments of 1000 sets of concrete parts in room for a year, the relations formula and curve for concrete strength (r) and stress wave velocity (v) are determined.