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Direct numerical simulation of a high-Froude-number turbulent open-channel flow

机译:高傅里叶湍流明渠流的直接数值模拟

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摘要

In this study, we successfully conducted a direct numerical simulation of a high-Fr turbulent open-channel flow at a Froude number of 1.8 and a Reynolds number of 2325 based on bulk velocity, gravitational acceleration, water depth, and kinetic viscosity, using the multi-interface advection and reconstruction solver (MARS). We confirmed that typical wall-bounded turbulent structures were observed in this high-Fr open-channel flow. On the other hand, near free-surface, surface deformations are constituted of large-scale gentle bumpy waves with the maximum wave height corresponding to approximately 4% of the water depth and small-scale isotropic waves on the large-scale waves. The large-scale waves would generate the high-speed streaky structures near the free-surface and the scale of the small waves would be equivalent to the near free-surface turbulent kinetic energy. Near the free-surface, wall-normal turbulent intensity and energy-dissipation rates increase toward the free-surface, and the tendencies of turbulent statistical quantities near the free-surface are in good agreement with the experimental measurements obtained using a laser Doppler anemometer (LDA) (Nakayama and Nezu, "Bursts near the free-surface in open-channel flows and their relationships with turbulence structures, " J. Hydraulic, Coastal and Environmental Eng. JSCE 635/II, 31 1999). As well as the rigid-lid turbulent open-channel flow, turbulent intensity distribution from the vertical component to the streamwise one is predominant beneath the free-surface.
机译:在这项研究中,我们成功地基于体积速度,重力加速度,水深和运动黏度,成功进行了高Fr湍流明渠流动的直接数值模拟,其Froude数为1.8,Reynolds数为2325。多界面对流和重构求解器(MARS)。我们确认,在这种高Fr的明渠水流中观察到典型的围壁湍流结构。另一方面,在接近自由表面的情况下,表面变形由最大的波高大约相当于水深的4%的大的平缓颠簸波和大尺度波上的小尺度各向同性波构成。大型波将在自由表面附近产生高速条纹结构,而小波的大小将等于近自由表面的湍动能。在自由表面附近,正常的壁湍流强度和能量耗散率向自由表面增加,自由表面附近的湍流统计量趋势与使用激光多普勒风速计获得的实验测量值非常吻合( LDA)(Nakayama和Nezu,“明渠流动中自由表面附近的爆炸及其与湍流结构的关系”,《水利,沿海与环境工程杂志》,JSCE 635 / II,1999年31日)。与刚性盖湍流明渠流一样,从垂直分量到流向的湍流强度分布主要位于自由表面以下。

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