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Three Dimensional Modelling of Turbulence

机译:湍流的三维建模

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摘要

Effect of turbulence modeling on the simulation of wind induced circulation patterns in coastal waters, has been investigated. Eddy viscosities are calculated by a two equation k- ε turbulence model, and by a two equation k-ω turbulence model, that are commonly applied in modeling of coastal transport processes. Kinetic energy of turbulence is k, dissipation rate of turbulence is ε, and frequency of turbulence is ω. In the modeling of turbulence by k-ε model and by k-ω model, a composite finite element-finite difference method has been used. The governing equations are solved by the Galerkin Weighted Residual Method in the vertical plane and by finite difference approximations in the horizontal plane. The water depths are divided into the same number of layers following the bottom topography. Therefore, the vertical layer thickness is proportional to the local water depth. From the applications, it has been seen that application of two equation k-ω turbulence model in the prediction of wind induced circulation in coastal waters leads to better predictions compared to k- ε model.
机译:研究了湍流模型对近海风致循环模式模拟的影响。涡流粘度通过两个方程式k-ε湍流模型和两个方程式k-ω湍流模型来计算,这些模型通常用于沿海运输过程的建模。湍流的动能为k,湍流的耗散率为ε,湍流的频率为ω。在通过k-ε模型和k-ω模型进行湍流建模时,已使用了复合有限元-有限差分法。控制方程在垂直平面中通过Galerkin加权残差法求解,在水平平面中通过有限差分逼近求解。根据底部地形,水深分为相同的层数。因此,垂直层厚度与局部水深成正比。从应用中可以看出,与k-ε模型相比,将两个方程式k-ω湍流模型应用于沿海水域风致环流的预测会带来更好的预测。

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