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2D-V HYDRODYNAMICS OF DOUBLE FLOATING BREAKWATERS

机译:双浮洞的2D-V流体动力学

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Interactions of regular waves with a double, fixed, pontoon type, floating breakwater (FB) are studied numerically with the use of a 2DV Unsteady Reynolds Averaged Navier-Stokes (URANS) model. The study is focused on the effect of the structure width and spacing, both made dimensionless with the wave length (W/L and S/L), on the reflection, transmission and dissipation characteristics. The results of the numerical model are in good agreement with available large scale experimental data. Ct decreases with increasing W/L for all S/L; for a 100% increase of W/L a 62% (maximum) and a 34 % (minimum) decrease of Ct is found for S/L=0.25 and S/L=1.04 respectively . The effect of relative spacing S/L is not monotonic since Ct exhibits several maxima and minima with S/L. Better results are obtained for S/L<0.75 with Ct values less than 0.1.
机译:用双,固定的,浮桥型浮动防波堤(FB)的常规波的相互作用是在使用2DV不稳定的雷诺平均的Navier-Stokes(urans)模型的情况下进行了数值研究。该研究专注于结构宽度和间距的效果,两者都具有在反射,传输和耗散特性上的波长(W / L和S / L)的无量纲。数值模型的结果与可用的大规模实验数据吻合良好。对于所有S / L的W / L增加,CT减小;对于100%的W / L增加,S / L = 0.25和S / L = 1.04分别发现CT的62%(最大)和34%(最小)降低。相对间隔S / L的效果不是单调的,因为CT表现出几种最大值和S / L的最大值和最小值。对于S / L <0.75的CT值小于0.1,获得了更好的结果。

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