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Experiments were conducted to study characteristics of flow when flow is fluctuating. The experimental results showed a phase
difference between the flow rate and the pressure drop fluctuations. This phase difference between the fluctuating flow rate
and pressure drop was analyzed for laminar flow. Analysis showed that the phase difference changes with the period of the
flow fluctuation, the pipe radius, the density and the dynamic viscosity of the liquid. Fluctuating pipe flow was then numerically
simulated. Results of the numerical simulation were compared with theoretical values and experimental results. It was shown
that, when the flow rate fluctuates with time as a sine wave, the pressure drop fluctuates with the same periodicity, and
there is a phase difference between them. 相似文献
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为研究施工平台下表面在波浪场中可能受到的砰击荷载,通过几何比尺为1?50的物理模型试验开展了不规则波对不同倾角和不同高度海上平台的砰击作用三维水池试验研究,讨论了入射有效波高、相对板长、平台净空高度和平台倾角与波浪砰击压强和砰击压力的关系。研究结果表明,平台在不规则波作用下的砰击压强及砰击压力极值具有随机性,经过傅里叶变换,其作用周期与波浪周期一致,并存在明显的高阶成分;5个倾角平台受到的砰击压力随着相对板长的增大而减小,即长波引起的砰击力较大,短波造成的砰击力较小;考虑波浪要素及结构倾角和平台净空高度等因素的影响,给出不规则波作用下固定式海上施工平台下表面受到波浪砰击力有效值的计算表达式,可快速得到平台受到的波浪砰击力,并分析了规则波和不规则波引起砰击力的关系。 相似文献
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