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首页> 外文期刊>KSCE journal of civil engineering >Numerical Investigation of Turbulent Open Channel Flow with Semi-cylindrical Rough Beds
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Numerical Investigation of Turbulent Open Channel Flow with Semi-cylindrical Rough Beds

机译:半圆柱形粗糙床湍流明渠流动的数值研究

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Flow development in an open-channel with rough beds was investigated using FLUENT, a commercial Computational Fluid Dynamics (CFD) software. The Renormalization Group (RNG) k-s turbulence model was used for subcritical flow cases. The Volume of Fluid (VOF) method was used to allow the free-surface to deform freely with the underlying turbulence. The main purpose of this study was to examine the effects of the different types of surface roughness on a turbulent boundary layer in a relatively high Reynolds flow. The determination of velocity profile in turbulent open channels with rough bed is a difficult task due to the significant effects of the roughness. The velocity distributions in the log-region for the rough wall were determined. The roughness function △U~+, the characteristic downward shift of the logarithmic part of the mean velocity profile, was found to be more than 12 for three rough surfaces the roughness function, △U~+ scales logarithmically with normalized effective height y+.
机译:使用商用计算流体动力学(CFD)软件FLUENT,研究了带有粗糙床的明渠中的水流发育。对于亚临界流动情况,使用了重归一化组(RNG)k-s湍流模型。流体体积(VOF)方法用于使自由表面随下面的湍流自由变形。这项研究的主要目的是研究雷诺兹流相对较高时,不同类型的表面粗糙度对湍流边界层的影响。由于粗糙度的显着影响,在具有粗糙床层的湍流明渠中确定速度分布是一项艰巨的任务。确定了粗糙壁的对数区域中的速度分布。对于三个粗糙表面,粗糙度函数△U〜+(平均速度分布的对数部分的特征性向下移动)被发现大于12,粗糙度函数△U〜+与归一化有效高度y +成对数比例。

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