规则波作用下抛石潜堤透射系数的研究
nalyses on regular wave of transmission coefficient through a submerged breakwater
通过物理模型试验的方法,研究了规则波作用下抛石潜堤的透射系数。潜堤采用梯形断面形式。通过因次分析,得到了影响潜堤透射系数的主要因子为相对浸没深度(a/H)、相对宽度(B/H)、波陡(H/L)、相对水深(d/H)。通过改变影响潜堤透射系数的主要影响因子进行模型试验,根据物理模型试验的结果,借助MATLAB平台,将数据进行回归分析,得出规则波作用下潜堤透射系数的经验公式。
his paper analyses wave transmission through a submerged breakwater under the action of regular wave by use of a series of model test,which studies upon the trapezoidal-type submerged breakwater.By dimensional analysis,some important factors are obtained.Those factors are a/H(a is the height from the still water level to the top of submerged breakwater,H is the wave height),B/H(B is the submerged breakwater crest width),H/L(wave steepness),d/H(relative water depth).Base on the change of important factors and regression analysis on dates of physical model experiment resules,Empirical formulas of wave transmission through a submerged breakwater under the action of regular wave is obtained by using Matlab.
邹红霞
水工结构
规则波物理模型试验潜堤透射系数
regular wavephysical model experimentsubmerged breskwaterwave transmission
邹红霞.规则波作用下抛石潜堤透射系数的研究[EB/OL].(2009-02-05)[2025-08-16].http://www.paper.edu.cn/releasepaper/content/200902-140.点此复制
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