We report an experimental study of the turbulent flow above a barchan dune in a channel, from particle image velocimetry measurements, for Reynolds numbers ranging from 9000, just below the threshold for particle motion, up to 24 000, where the dune moves. Two calculations of the speed-up over the dune are compared, the usual ‘same-elevation’ and the more relevant ‘Lagrangian’, showing that the latter is smaller by a factor of two. The two-layer structure of the flow disturbance – an essentially inviscid outer layer and a turbulent inner layer of thickness δi – is assessed. In the outer layer, streamline curvature is shown to be responsible for half of the Lagrangian speed-up, from the comparison of the velocity measurements with two Bernoulli calculations. In the inner layer, detailed measurements of the velocity and stresses are provided, down to γ+ ≈ 1, and the momentum budget is discussed. The Reynolds shear stress decreases monotonically towards the dune surface, according to the standard mixing-length closure, whereas the total shear stress increases strongly in the viscous sublayer. Along the dune surface, the shear stress increases up to the crest where it reaches twice its unperturbed value. A good estimate of the surface stress is provided by a parabolic fit of the inner velocity profile matching the outer flow at γd ≈ δi. Doubling the Reynolds number, the surface shear stress and the speed-up decrease by ∼30 %. The implications of these results on the dune motion, presented in Part 1 of this study (Franklin & Charru, J. Fluid Mech., vol. 675, 2011, pp. 199–222), are finally discussed.udud
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机译:我们从粒子图像测速仪测量报告了通道中沙丘上方湍流的实验研究,其雷诺数范围从9000(正好低于粒子运动的阈值)到20,000,沙丘在此处移动。比较了沙丘上提速的两种计算方法,即通常的“相同高度”和更相关的“拉格朗日”,表明后者比原来小了两倍。评估了扰动的两层结构,即基本无粘性的外层和厚度为δi的湍流内层。在速度的测量结果与两个伯努利计算结果的比较中,在外层,流线曲率显示为拉格朗日加速的一半。在内层,提供了速度和应力的详细测量值,低至γ+≈1,并讨论了动量预算。根据标准的混合长度封闭,雷诺兹剪切应力朝向沙丘表面单调降低,而在粘性子层中,总剪切应力却急剧增加。沿着沙丘表面,剪切应力增加到波峰,在波峰处达到其非扰动值的两倍。通过在dd≈δi处匹配外部流速的内部速度曲线的抛物线拟合,可以很好地估计表面应力。雷诺数加倍,表面剪切应力和加速降低约30%。本研究的第1部分介绍了这些结果对沙丘运动的影响(Franklin&Charru,J. Fluid Mech。,第675卷,2011年,第199-222页)。 ud ud
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