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Effects of Free-Stream Turbulence and Reynolds Number on the Aerodynamic Characteristics of a Semicylindrical Roof

机译:自由流湍流和雷诺数对半圆柱形屋顶空气动力学特性的影响

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The influences of free-stream turbulence and Reynolds number on the aerodynamic characteristics of a semicylindrical roof have been investigated experimentally under uniform flow conditions. Grids were used to generate homogeneous turbulent flows with turbulence intensities varying from 5.7 to 12.2%. The diameters, D, of the semicylindrical roof models were 0.2 and 0.6 m. The Reynolds numbers based on D ranged from 6.90 x 10(4) to 8.28 x 10(5) in smooth flow and from approximately 6.06 x 10(4) to 4.79 x 10(5) in grid-generated turbulent flow. Measurements of the surface pressure indicated that, in smooth flow, the mean and RMS pressure distributions became Reynolds number independent when R > 4.14 x 10(5). The introduction of turbulence has caused a premature transition of the separated shear layer from laminar to turbulent. Increasing free-stream turbulence helps to remarkably reduce the mean and fluctuating drag force at lower Reynolds number, R < 1.46 x 10(5). There is also a relatively significant reduction in the mean lift force as the turbulence intensity increases when R > 1.46 x 10(5). The data also suggested that the effects of turbulence essentially depend on the turbulence intensity and the ratio of turbulence length scale to cylinder diameter. The small-scale turbulence was better able to interact with the surface boundary layer before and after separation and thus dramatically increased the pressure fluctuations in both the top and wake regions. (C) 2014 American Society of Civil Engineers.
机译:在均匀流动条件下,通过实验研究了自由流湍流和雷诺数对半圆柱形屋顶空气动力学特性的影响。网格用于产生湍流强度从5.7%到12.2%不等的均匀湍流。半圆柱形屋顶模型的直径D为0.2和0.6 m。基于D的雷诺数在平滑流中范围为6.90 x 10(4)至8.28 x 10(5),而在网格生成的湍流中范围为约6.06 x 10(4)至4.79 x 10(5)。表面压力的测量表明,在R大于4.14 x 10(5)的情况下,在平稳流动中,平均压力和RMS压力分布成为独立的雷诺数。湍流的引入导致分离的剪切层从层流过早过渡到湍流。在较低的雷诺数(R <1.46 x 10(5))下,增加的自由流湍流有助于显着降低均值和波动的阻力。当R> 1.46 x 10(5)时,随着湍流强度的增加,平均升力也有相对较大的降低。数据还表明,湍流的影响基本上取决于湍流强度和湍流长度标度与圆柱直径的比率。在分离之前和之后,小尺度湍流能够更好地与表面边界层相互作用,从而显着增加了顶部和尾流区域的压力波动。 (C)2014年美国土木工程师学会。

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