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Double Thin Barriers Under Water Wave Forcing

机译:水浪强迫下的双重薄壁垒

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In the present study, wave interaction with fixed double partially immersed thin barriers (DTB) is investigated numerically. Numerical results concerning reflection and transmission characteristics obtained with the use of the COBRAS (Cornell breaking Wave and Structures) wave model for regular waves, are compared with experimental results for double partially immersed breakwater (DFB) of orthogonal cross-section, Koutandos et al. (2005). The effects of relative depth d/L (d: water depth, L: wave length), and the relative distance S/L (S: distance between the two barriers) on the hydrodynamic characteristics (wave transmission, reflection, dissipation, velocity, turbulence kinetic energy) are investigated. Detailed computed velocities and turbulence kinetic energy in the vicinity of the two structures indicate the effects of the special breakwater on the flow pattern and the turbulence structure.
机译:在本研究中,数值研究了固定双部分浸入式薄壁势垒(DTB)与波的相互作用。 Koutandos等人将使用规则波的COBRAS(康奈尔破碎波和结构)波模型获得的有关反射和透射特性的数值结果与正交截面的双部分浸入式防波堤(DFB)的实验结果进行了比较。 (2005)。相对深度d / L(d:水深,L:波长)和相对距离S / L(S:两个障碍之间的距离)对水动力特性(波的透射,反射,耗散,速度,湍流动能)。在两个结构附近的详细计算速度和湍动能表明了特殊防波堤对流型和湍流结构的影响。

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