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壁湍流猝发过程中速度分量的相位差对雷诺应力影响的实验研究
引用本文:刘薇,赵瑞杰,姜楠.壁湍流猝发过程中速度分量的相位差对雷诺应力影响的实验研究[J].实验力学,2008,23(1):17-26.
作者姓名:刘薇  赵瑞杰  姜楠
作者单位:天津大学机械工程学院力学系,天津市现代工程力学重点实验室,天津,300072
基金项目:国家自然科学基金 , 教育部中国高等学校新世纪优秀人才计划资助项目 , 天津市科技发展基金
摘    要:用IFA300恒温热线风速仪和×形二分量热线探针,以采样间隔小于最小湍流时间尺度的分辨率,精细测量了风洞中平板湍流边界层不同法向位置的瞬时流向、展向速度分量的时间序列信号.用子波分析辨识壁湍流相干结构猝发事件的能量最大准则,确定壁湍流相干结构猝发事件的时间尺度;用条件相位平均技术提取了相干结构猝发过程中流向、展向脉动速度分量条件相位平均波形,用互相关方法研究了相干结构猝发过程中流向、展向脉动速度分量条件相位平均波形的相位差关系及其对雷诺应力的影响,发现在缓冲层和对数律区,展向脉动速度与流向脉动速度的条件相位平均波形具有不同的相位;当两者相位基本一致时,雷诺应力达到正的最大值,此时湍流相干结构的产生非常活跃;当两者相位差分别集中在90°和270°附近时,雷诺应力的幅值减小并接近于零,此时湍流相干结构的产生和猝发都得到了抑制.

关 键 词:壁湍流  相干结构  猝发  雷诺应力  相位差  湍流猝发  过程  速度分量  相位差分  应力影响  实验  研究  Wall  Turbulence  Burst  Structure  Reynolds  Stress  Components  Velocity  Phase  Effect  Investigation  最大值  脉动速度  对数律  缓冲层
文章编号:1001-4888(2008)01-0017-10
收稿时间:2007-07-23
修稿时间:2008-01-16

Experimental Investigation on the Effect of Phase Difference between Two Velocity Components to Reynolds Stress during Coherent Structure Burst in Wall Turbulence
LIU Wei,ZHAO Rui-jie,JIANG Nan.Experimental Investigation on the Effect of Phase Difference between Two Velocity Components to Reynolds Stress during Coherent Structure Burst in Wall Turbulence[J].Journal of Experimental Mechanics,2008,23(1):17-26.
Authors:LIU Wei  ZHAO Rui-jie  JIANG Nan
Institution:Department of Mechanics, School of Mechanical Engineering, Tianjin University, Tianjin Key Laboratory of Modern Engineering Mechanics, Tianjin 300072, China;Department of Mechanics, School of Mechanical Engineering, Tianjin University, Tianjin Key Laboratory of Modern Engineering Mechanics, Tianjin 300072, China;Department of Mechanics, School of Mechanical Engineering, Tianjin University, Tianjin Key Laboratory of Modern Engineering Mechanics, Tianjin 300072, China
Abstract:Time sequence signals of longitudinal and transverse velocity components at different vertical locations in turbulent boundary layer above a flat plate in a wind tunnel were finely measured by constant temperature anemometry of model IFA-300 and X type hot-wire probe. The sampling resolution was higher than the minimum time scale of turbulence. The time scale of coherent structure burst is determined by the maximum energy criterion of wavelet analysis, which is used for identifying burst events in wall turbulence.The phase-averaged waveforms of longitudinal and transverse velocity components during coherent structure burst were extracted by conditional sampling and phase-average technique. The phase-difference relationships between longitudinal and transverse velocity phased-averaged waveforms as well as its effect on Reynolds stress during coherent structure burst have been studied using correlation function analysis methods. It is found that the phase difference relationship between longitudinal and transverse velocity phased-averaged waveforms is different in buffer sub-layer and logarithm-law sub-layer. When their phase-difference is close to 0°or 180°, the Reynolds stress amplitude reaches maximum. At the same time, the turbulence production and burst of coherent structure are extremely active. When their phase-difference is close to 90°or 270°, the Reynolds stress is reduced and approaching to zero while the turbulence production and burst of coherent structure are restrained.
Keywords:wall turbulence  coherent structure  burst  Reynolds stress  phase difference
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