首页> 外文会议>Fifth International Conference on Hydroinformatics, Vol.1, Jul 1-5, 2002, Cardiff, UK >Computation of compound channel flow using an implicit time scheme and a hybrid turbulence model
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Computation of compound channel flow using an implicit time scheme and a hybrid turbulence model

机译:使用隐式时间格式和混合湍流模型计算复合通道流量

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摘要

We apply a three-dimensional computational fluid dynamics code based on a finite volume discretisation to a compound channel. The numerical method employed makes use of a second order implicit time scheme in order to substantially increase the stability of the simulation compared to explicit time schemes and to reduce the amount of inner iterations as necessary in predictor-corrector methods. Furthermore, we apply a multi-grid technology with a hybrid turbulence model, which allows steady state calculations on the coarser grids employing the standard k-e turbulence closure of the mean quantities and providing the initial conditions for the time dependent large eddy simulations on the finest grid. The LES method provides an efficient numerical tool in order to clarify three-dimensional (3-D) turbulent structures, secondary currents and wall shear stress distributions in open channel flows with complex geometry, like compound channels. The calculations showed that with this method we are able to predict all flow features as present in compound channels, which are: (1) Primary flows and secondary currents in compound open-channel flows (Figure 1, below), (2) Turbulent structures of secondary currents, i.e., inclined upflows from a junction between main channel and floodplains, (3) interaction mechanism and coherent vortices between main channel and floodplains.
机译:我们将基于有限体积离散化的三维计算流体动力学代码应用于复合通道。所采用的数值方法利用了二阶隐式时间方案,以便与显式时间方案相比显着提高仿真的稳定性,并根据预测器-校正器方法的需要减少内部迭代的数量。此外,我们应用了具有混合湍流模型的多网格技术,该技术允许使用平均数量的标准ke湍流闭合在较粗糙的网格上进行稳态计算,并为最细的网格上与时间相关的大涡模拟提供初始条件。 LES方法提供了一种有效的数值工具,以阐明具有复杂几何形状(如复合通道)的明渠流中的三维(3-D)湍流结构,二次流和壁切应力分布。计算表明,使用这种方法,我们能够预测复合通道中存在的所有流动特征,这些特征是:(1)复合明渠流动中的一次流动和二次流动(下面的图1),(2)湍流结构次流,即,主河道与洪泛区之间的交汇处的倾斜上流,(3)主河道与洪泛区之间的相互作用机理和相干涡。

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