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Computations of 3D turbulent flow structures around submerged spur dikes under various hydraulic conditions

机译:在各种液压条件下浸没式浇筑堤坝周围3D湍流结构的计算

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This paper describes the numerical study on 3D turbulent flow structures around submerged spur dikes. Effects of three hydraulic parameters, S/L (S: interval length of two spur dikes, L: length of spur dikes), T/h (T: height of spur dikes, h: depth), θ (= inclination angle), are examined through the comparison of numerical results and previous experimental results focusing on both time-mean and time-dependent aspects. A non-liner k-ε model is adopted as a turbulence model to reproduce the vortex shedding from a tip of a spur dike and secondary currents. The numerical results show that the flow near the bed, which is particularly important for sediment transport, is affected by both inclination angle and the ratio of T/h. In the downstream inclined spur dikes, the unsteady vortex shedding is generated from the first spur dike and the period is determined by the feedback effect of impinging shear layer. The frequency jump of the vortex shedding can be seen between S/L = 2 and S/L = 4 in the numerical results.
机译:本文介绍了浸没式铲斗周围的3D湍流结构的数值研究。三种液压参数的影响,S / L(S:间隔长度的两个浇尾堤,L:Spur Dikes的长度),T / H(T:ProtipeS的高度,H:深度),θ(=倾斜角),通过比较数值结果和以前的实验结果来检查,专注于时间平均值和时间依赖的方面。采用非衬里K-ε模型作为湍流模型,以从堤防堤和二次电流的尖端再现涡旋脱落。数值结果表明,床附近的流动对沉积物传输尤其重要,受到倾斜角度的影响和T / H的比率。在下游倾斜的浇口堤坝中,从第一浇口堤防产生不稳定的涡流,并且通过撞击剪切层的反馈效果来产生周期。在数值结果中的S / L = 2和S / L = 4之间可以看到涡旋脱落的频率跳转。

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