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Effect of Streamwise Pool Geometry on Shear Stresses

机译:流向池几何形状对剪应力的影响

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摘要

Man-made pools are designed as part of river restoration projects to understand the influence of pool geometry on the hydraulic parameters. Shear stress is one of key parameters in river engineering projects. The objectives of this study are to apply double-averaged Navier-Stokes equations to investigate the effect of pool geometry on distribution of shear stress and to estimate friction factor in different parts of the pools. The results show that although the form-induced stresses are of the same order of magnitude as Reynolds stresses in the streamwise direction, their distributions depend on the pool geometry, especially at the large slope angles. The pool geometry plays a significant role on the friction factor estimation in large slope angles due to higher turbulence and flow separation.
机译:人造水池是河流修复项目的一部分,旨在了解水池几何形状对水力参数的影响。剪应力是河流工程项目中的关键参数之一。这项研究的目的是应用双平均Navier-Stokes方程来研究水池几何形状对剪切应力分布的影响,并估计水池不同部分的摩擦系数。结果表明,尽管形式引起的应力与沿流向的雷诺应力具有相同的数量级,但它们的分布取决于池的几何形状,尤其是在大的倾斜角处。由于较高的湍流和流动分离,在较大的倾斜角度下,池的几何形状在摩擦系数估计中起着重要作用。

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