大跨度闸门的流激振动(振动准则,流体激励水平和附加质量)。

N. Ishii, C. Knisely
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引用次数: 6

摘要

在宽阔的河流中,淹没式大跨度闸门会因闸门下方的旋涡脱落而产生剧烈的水流振动。本文研究了在模型闸门试验中获得的流激振动特性。根据测量的振动频率和空气和水中的阻尼比,计算了小振幅闸门振动的流体激励水平和附加质量,并将其简化为无量纲形式。从而得到振动判据。此外,还测量了闸门最大振动幅值的平均值。实验结果表明,通过减小闸门开度和减小闸门速度等无量纲参数可以很好地预测大跨度闸门的流致振动特性。
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Flow-Induced Vibration of Long-Span Gates due to Shed Vortices (Vibration Criteria, Level of Fluid Excitation and Added Mass).
Submerged long-span gates which dam wide rivers can undergo violent streamwise vibrations caused by vortex shedding beneath the gate. This study presents flow-induced vibration characteristics which were obtained in a model gate test. From the measured vibration frequencies and damping ratios in air and water, the level of fluid excitation and the added mass for small-amplitude gate vibrations are calculated and reduced to a dimensionless form. Thus, the vibration criteria are obtained. In addition, the average values of the maximum amplitudes of gate vibration were measured. The results of these experiments, taken as a whole, suggest that the flow-induced vibration characteristics of the long-span gates are well predicted by dimensionless parameters, such as the reduced gate opening and the reduced velocity.
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