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Internal Turbulent Flow Induced Pipe Vibrations with and without Baffle Plates

机译:带和不带挡板的内部湍流引起的管道振动

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摘要

The induced vibration in pipes due to turbulent flow through them is important in many industries and applications. This paper presents the results of an experimental investigation that characterizes pipe wall vibration caused by turbulent internal flow. Experiments were conducted using a water flow loop to characterize how the pipe wall vibration depends on the average flow speed, the pipe diameter, and the pipe thickness for fully-developed turbulent pipe flow. Experiments were also conducted to characterize the influence on the pipe response of turbulence generation due to the flow passing through baffle plates with various hole sizes and constant through area. All experiments were conducted using PVC pipe with diameters ranging from 51 mm to 102 mm and diameter to thickness ratios ranging from 8.9 to 16.9. Average flow speeds for the experiments ranged from 3 to 11.5 m/s and the baffle plates employed exhibited hole sizes ranging from 1.6 to 25 mm. Accelerometers mounted on the pipe walls were used to characterize the pipe vibrations. The results show that for fully developed turbulent flow the rms of the pipe wall acceleration scales nominally as the square of the average fluid speed and increases with decreasing pipe wall thickness. Based on the data, a non-dimensional parameter describing the pipe wall acceleration for the fully-developed turbulent flow scenario is proposed and its dependence on relevant independent nondimensional parameters is presented. Lastly, when turbulence was induced using baffle plates the localized turbulence intensity was greatly increased. For the largest holed baffle plates, cavitation was observed to occur, significantly increasing the rms pipe wall acceleration. As baffle plate hole size decreased, vibration levels were observed to approach levels that were measured when no baffle plate was employed. For all baffle plate experiments the magnitude of the vibration was observed to decrease with increasing downstream distance from the turbulence source, approaching the baseline no baffle plate case.
机译:在管道中由于湍流引起的振动在许多行业和应用中都很重要。本文介绍了一项实验研究的结果,该实验研究了由湍流内部流动引起的管壁振动的特征。使用水流回路进行实验以表征管壁振动如何取决于平均流速,管径和充分发展的湍流管流的管厚。还进行了实验,以表征由于流动通过具有各种孔尺寸和恒定通孔面积的挡板而引起的湍流产生对管道响应的影响。所有实验均使用直径为51 mm至102 mm,直径与厚度之比为8.9至16.9的PVC管进行。实验的平均流速在3至11.5 m / s的范围内,所用挡板的孔尺寸在1.6至25 mm的范围内。安装在管道壁上的加速度计用于表征管道振动。结果表明,对于充分发展的湍流,管壁加速度的均方根值名义上与平均流体速度的平方成正比,并随管壁厚度的减小而增加。基于这些数据,提出了描述完全发展的湍流情况下管壁加速度的无量纲参数,并提出了其对相关独立无量纲参数的依赖性。最后,当使用挡板诱导湍流时,局部湍流强度大大增加。对于最大的带孔挡板,观察到发生气蚀现象,显着增加了均方根管壁加速度。随着挡板孔尺寸的减小,观察到的振动水平接近未使用挡板时测得的水平。对于所有挡板实验,观察到振动的幅度随着与湍流源的下游距离的增加而减小,接近基线无挡板的情况。

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