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Turbulence characteristics over k-type rib roughened porous walls

机译:K型肋粗糙化多孔壁的湍流特性

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To understand the permeability effects on turbulent rib-roughened porous channel flows, particle image velo-cimetry measurements are performed at the bulk Reynolds number of 5000-20000. Solid impermeable and porous ribs are considered for the rib-roughness whose geometry is categorised in the k-type roughness whose pitch/rib-height is 10. Three isotropic porous media with nearly the same porosity: 0.8, and different permeabilities (0.004, 0.020, 0.033 mm~2) are applied. It is observed that the recirculation between the ribs becomes weak and the recirculation vortex submerges into the porous wall as the wall permeability and Reynolds number increase for both solid and porous rib cases while the recirculation vanishes in high permeable cases. These phenomena result in characteristic difference in turbulence quantities. By fitting the mean velocity profiles to the log-law form, the permeability effects of both rib and bottom wall on the log-law parameters and the equivalent sand-grain roughness are discussed. It is concluded that the zero-plane displacement increases while the von Karman constant and the equivalent sand-grain roughness decrease as the wall and rib permeability increases.
机译:为了了解对湍流肋粗糙化多孔通道流动的渗透率效应,在5000-20000的散装雷诺数进行粒子图像Velo-Cimetry测量。认为固体不透水和多孔肋是肋粗糙度,其几何形状被分类为k型粗糙度,其间距/肋高度为10.三个各向同性多孔介质,具有几乎相同的孔隙率:0.8和不同的渗透率(0.004,0.020施加0.033mm〜2)。观察到,肋骨之间的再循环变弱,并且再循环涡流浸没到多孔壁中作为壁渗透性和雷诺数,而固体和多孔肋骨均增加,而再循环在高渗透性情况下消失。这些现象导致湍流量的特征差异。通过将平均速度分布拟合到对数法形式,讨论了肋和底壁对数值参数和等效砂粒粗糙度的渗透效应。结论是,随着壁和肋渗透率的增加,零平面位移增加而等效的砂粒粗糙度降低。

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