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Turbulent Flow in Channels in Terms of Local Turbulent Shear and Normal Stresses

机译:从局部湍流剪切和法向应力的角度看河道湍流

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The local time-averaged velocity, the mixed-mean velocity, and the friction factor for fully turbulent flow between parallel plates and in round tubes and concentric circular annuli can be expressed in terms of integrals of the turbulent shear stress. The pressure distribution across a channel can similarly be expressed in terms of an integral of normal stresses. These formulations, which are simple and exact, can be integrated numerically using experimental data, computed values, or correlating equations for turbulent stresses. Their greatest merit, however, may arise from the insight they provide with respect to the contributions of the fluctuating components of the velocity. For example, for concentric circular annuli such a formulation identifies a difference between the locations of the maximum in the velocity and the zero in the total shear stress. This difference, which has been overlooked in most experimental and semitheoretical investigations, introduces an error of unknown but possibly significant magnitude into all of the results, ft also precludes the application of the mixing-length, eddy viscosity and k - ∈ models.
机译:局部时间平均速度,混合平均速度以及在平行板之间以及在圆管中的完全湍流和同心圆环的摩擦系数可以用湍流剪切应力的积分表示。通道上的压力分布可以类似地用法向应力的积分表示。这些公式简单而精确,可以使用实验数据,计算值或湍流应力的相关方程在数值上进行积分。然而,它们最大的优点可能来自于它们对速度波动分量的贡献所提供的见解。例如,对于同心圆环,这种公式确定了速度最大值和总剪切应力为零的位置之间的差异。在大多数实验和半理论研究中都忽略了这种差异,该差异在所有结果中引入了未知但可能很大的误差,ft还排除了混合长度,涡流粘度和k-ε模型的应用。

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