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机构地区:[1]华中科技大学土木工程与力学学院,武汉430074
出 处:《水动力学研究与进展(A辑)》2011年第3期342-350,共9页Chinese Journal of Hydrodynamics
基 金:国家自然科学基金(10372033);西部灾害与环境力学教育部重点实验室开放基金
摘 要:用压强传感器和PIV对近壁并列双圆柱尾迹频谱和涡结构进行了测量,来研究壁面对其尾迹特性的影响。实验在循环水槽内进行,雷诺数为1696(基于圆柱直径D),壁面边界层厚度为6.6D。两个重要的特征参数T/D和G/D(T为两圆柱中心间的距离,G为下圆柱与壁面间的距离)分别为:T/D=1.151和1.604;G/D=0-1.811。结果显示,对于T/D=1,151,当G/D为0.302~1.811时,两圆柱尾迹表现为base—bleed流动模式,随着G/D的增加,尾迹强度逐渐增强,尺寸逐渐减小。对于T/D=1.604,当G/D大于临界值时出现biased流动模式,随着G/D的增加,两圆柱的尾迹尺寸以及上圆柱的斯特鲁哈数St变化很小;当G/D小于临界值时,随着G/D的减小,两圆柱的尾迹尺寸都逐渐减小,上圆柱的St逐渐增加。To investigate the near-wake of two side-by-side circular cylinders influenced by a near-wall, a pressure sensor and particle image velocimetry (PIV) are used to measure the frequency spectrum and the vortex structure of the wake. The experiments were performed in a recirculation water channel, the Reynolds number based on the cylinder diameter (D) is 1696, the boundary layer thickness is 6.6D. The two significant variables T/D and G/D in the experiment are defined as: T/D = 1.151 and 1.604 (T is the cylinder center-to-center spacing), and G/D = 0-1.811 (G is the spacing between the lower cylinder and the wall). The results show that, for T/D = 1.151, when G/D ≥ 0.302, the wake behind the cylinders performs a base-bleed flowpattern, the wake region increases in strength and decreases in size when G/D increases from 0.302 to 1.811. For T/D = 1.604, when G/D is higher than a critical value, the wake behind the cylinders performs a biased flow pattern, the size of the wakes for both cylinders and the St for upper cylinder almost unchanged as G/D increasing; When G/D lower than the critical value, the size of the wake for both cylinders decreases and the St for the upper cylinder increases as G/D decreasing.
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