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首页> 外文期刊>Journal of Fluid Mechanics >Wall shear stress in accelerating turbulent pipe flow
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Wall shear stress in accelerating turbulent pipe flow

机译:加速紊流管壁的剪应力

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An experimental study of wall shear stress in an accelerating flow of water in a pipe ramping between two steady turbulent flows has been undertaken in a large-scale experimental facility. Ensemble averaged mean and r.m.s. of the turbulent fluctuations of wall shear stresses have been derived from hot-film measurements from many repeated runs. The initial Reynolds number and the acceleration rate were varied systematically to give values of a non-dimensional acceleration parameter k ranging from 0.16 to 14. The wall shear stress has been shown to follow a three-stage development. Stage 1 is associated with a period of minimal turbulence response; the measured turbulent wall shear stress remains largely unchanged except for a very slow increase which is readily associated with the stretching of existing turbulent eddies as a result of flow acceleration. In this condition of nearly 'frozen' turbulence, the unsteady wall shear stress is driven primarily by flow inertia, initially increasing rapidly and overshooting the pseudo-steady value, but then increasing more slowly and eventually falling below the pseudo-steady value. This variation is predicted by an analytical expression derived from a laminar flow formulation. The start of Stage 2 is marked by the generation of new turbulence causing both the mean and turbulent wall shear stress to increase rapidly, although there is a clear offset between the responses of these two quantities. The turbulent wall shear, reflecting local turbulent activities near the wall, responds first and the mean wall shear, reflecting conditions across the entire flow field, responds somewhat later. In Stage 3, the wall shear stress exhibits a quasi-steady variation. The duration of the initial period of nearly frozen turbulence response close to the wall increases with decreasing initial Reynolds number and with increasing acceleration. The latter is in contrast to the response of turbulence in the core of the flow, which previous measurements have shown to be independent of the rate of acceleration.
机译:在大型实验设施中,已经进行了在两个稳定湍流之间倾斜的管道中的加速水流中的壁剪切应力的实验研究。集合平均平均值和r.m.s.壁剪切应力的湍流波动的原因之一是从多次重复的热膜测量中得出的。系统地改变了初始雷诺数和加速度,以给出无量纲加速度参数k的值,范围从0.16到14。壁切应力已显示出经历了三个阶段的发展。第一阶段与最小的湍流响应时间有关;测得的湍流壁剪切应力基本保持不变,除了非常缓慢的增加外,这很容易与现有湍流涡流由于流动加速而产生的拉伸有关。在这种接近“冻结”湍流的情况下,非恒定壁面剪应力主要由流动惯性驱动,最初迅速增大并超过了拟稳态值,但随后却增加得更慢,最终降至拟稳态值以下。这种变化是由层流公式得出的分析表达式预测的。第2阶段的开始以新湍流的产生为标志,新湍流使平均和湍流壁切应力都迅速增加,尽管这两个量的响应之间存在明显的偏移。反映壁附近局部湍流活动的湍流壁剪首先响应,反映整个流场条件的平均壁剪则稍晚响应。在阶段3中,壁面剪应力呈现出准稳态变化。接近壁的近似冻结湍流响应的初始阶段的持续时间随着初始雷诺数的减少和加速度的增加而增加。后者与流动核心中的湍流响应相反,后者先前的测量结果表明,该响应与加速度无关。

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