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邵传平, 鄂学全, 王薇. 圆柱尾流的绝对不稳定性[J]. 力学学报, 1999, 31(1): 1-9. DOI: 10.6052/0459-1879-1999-1-1999-001
引用本文: 邵传平, 鄂学全, 王薇. 圆柱尾流的绝对不稳定性[J]. 力学学报, 1999, 31(1): 1-9. DOI: 10.6052/0459-1879-1999-1-1999-001
ABSOLUTE INSTABILITY IN CRICULAR CYLINDER WAKES[J]. Chinese Journal of Theoretical and Applied Mechanics, 1999, 31(1): 1-9. DOI: 10.6052/0459-1879-1999-1-1999-001
Citation: ABSOLUTE INSTABILITY IN CRICULAR CYLINDER WAKES[J]. Chinese Journal of Theoretical and Applied Mechanics, 1999, 31(1): 1-9. DOI: 10.6052/0459-1879-1999-1-1999-001

圆柱尾流的绝对不稳定性

ABSOLUTE INSTABILITY IN CRICULAR CYLINDER WAKES

  • 摘要: 在水槽和低湍流度水洞中进行亚临界雷诺数圆柱尾流稳定性实验来流速度由零缓慢增长到一定值后保持不变,稳定足够长时间后,在流向某站位处给流场一个有限幅值的脉冲扰动,测量扰动前后相当长时间内下游尾流速度信号的变化情况当雷诺数处于高亚临界值时,未受扰动的尾流速度脉动很小,处于定常状态,但对近尾流进行脉冲扰动后,能够激发出不衰减的旋涡脱落发现扰动位置限制在圆柱后一定范围内才能有效,再往下游则扰动随时间衰减.说明圆柱近尾流中存在一个绝对不稳定区,在该区域内的扰动将在当地放大,经过复杂的演化,最后形成不衰减的旋涡脱落.

     

    Abstract: The stability of circular cylinder wake at low Reynolds numbers has been studied experimently. The experiments were separatly carried out in a propeller-driven water channel and in a gravity-driven low turbulence water tunnel. The test section of water channel was 15 cm in width, 10cm in depth and 100 cm in length, and the test section of water tunnel was 4 cm in width.10cm in height and 100 cm in length. The cylinder model used in channel and tunnel were 15 cm long, 0.2 cm in diameter and 4cm long, 1 cm in...

     

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