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Windtunnel modelling of vehicle aerodynamics : with emphasis on turbulent wind effects on commercial vehicle drag

机译:车辆空气动力学的风洞模型:强调湍流风对商用车辆阻力的影响

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摘要

Fuel represents a major proportion of road transport expenditure and it is likely that this proportion will increase. At typical road speeds approximately half of the total fuel used is consumed in overcoming aerodynamic drag, hence the determination and reduction of aerodynamic drag is of considerable importance. This is normally performed by scale testing in wind tunnels with relatively smooth flow. When modelling an atmospheric crosswind in the tunnel the relative air direction is generated by yawing the model at an angle to the oncoming flow. This procedure does not reproduce the inherent turbulence in atmospheric winds. A review of the literature showed a poor correlation between road and wind-tunnel results often attributed to the lack of tunnel turbulence. The work presented herein involves road and wind-tunnel tests to investigate these discrepancies and aims to improve the accuracy of wind-tunnel modelling for commercial vehicles. Wind-tunnel and on-road tests which determine drag coefficient reductions from aerodynamic devices fitted to commercial vehicles are described. Two series of road tests utilised pairs of commercial vehicles: International Harvester Australia low-forward-entry articulated vehicles with maximum road-legal size containers and Isuzu rigid (box-van) vehicles fitted with cuboid containers. Drag coefficient reductions were calculated from fuel meter readings in the trucks and measurements of yaw angle and relative velocity from an instrumented chase car. Tunnel testing was performed on scale vehicles in the Royal Melbourne Institute of Technology (RMIT) Industrial Wind Tunnel in relatively smooth flow (longitudinal intensity = 1.7%). Large differences between road and tunnel drag coefficients at high yaw angles were found. The on-road turbulent wind environment was measured utilising a vehcle instrumented with mast-mounted cross-wire and propeller-vane anemometers. Atmospheric mean wind speeds of 1 m/s to 9 m/s, aligned at various angles to .the road direction, were encountered and data were taken with the vehicle stationary and moving at 27.8 m/s (100 km/h). Longitudinal and lateral intensities and spectra were calculated thus providing new information on the wind environment for vehicles. A mathematical model of the turbulence intensities perceived by a moving vehicle was developed. This utilised atmospheric wind data obtained whilst the vehicle was stationary to predict moving vehicle data. Measured and predicted intensities for the moving vehicle were in good agreement for roads with no local roadside obstructions (eg. trees) thus validating the model, but the obstructions increased data scatter and augmented the lateral intensities by typically 30%) with little change in the longitudinal intensities. Peaks in the longitudinal and lateral spectra for the moving vehicle were at approximately 1.0 Hz and most of the energy was contained between 0.1 Hz and 10 Hz. Subsequent tunnel tests were performed using five levels of grid-generated turbulence and the mathematical model was used to predict the on-road data from tunnel tests. Better agreement was found at high yaw angles when the correct longitudinal intensities were used. However the scales of turbulence in the tunnel were too short for correct modelling. Flow visualisation studies over the model and full-size cab roofs indicated differences in flow patterns that were attributed to Reynolds number differences. The mathematical model and measurements described in this thesis showed that high yaw giigles are always accompanied by relatively high turbulence intensities and it was concluded that the modelling of turbulence characteristics for commercial vehicles is more important than other modelling parameters such as a moving ground. Most major vehicle aerodynamics tunnels have very low turbulence levels (longitudinal rms intensities commonly less than 0.5%) whereas measured on-road values of 2% to 5% are typical (with higher values of lateral intensities). It is therefore recommended that for vehicle aerodynamic generally more attention be paid to correctly modelling the intensities and scales of turbulence in wind tunnels and understanding the effects of typical turbulence characteristics on vehicle drag.
机译:燃料占道路运输支出的很大一部分,这一比例可能会增加。在典型的道路速度下,用于克服空气阻力的燃料消耗量约为总燃料消耗量的一半,因此,确定和减少空气阻力非常重要。通常通过在风洞相对畅通的风洞中进行水垢测试来执行此操作。在对隧道中的大气侧风进行建模时,通过相对于即将来临的气流成一定角度偏航模型来生成相对空气方向。此过程不会重现大气中的固有湍流。对文献的回顾表明,公路和风洞结果之间的相关性很差,通常归因于缺乏隧道湍流。本文介绍的工作涉及道路和风洞测试,以研究这些差异,并旨在提高商用车辆的风洞建模的准确性。描述了风洞和公路测试,这些测试确定了安装在商用车辆上的空气动力学装置的阻力系数降低。两个系列的道路测试使用了成对的商用车辆:澳大利亚国际收割机低前倾式铰接式车辆,具有最大的法定道路尺寸的集装箱和装有长方体集装箱的五十铃刚性(厢式货车)车辆。阻力系数的减少是根据卡车中的燃油表读数以及测量的追逐车的偏航角和相对速度的测量结果计算出来的。隧道测试是在皇家墨尔本理工学院(RMIT)工业风洞中的规模车辆上以相对平稳的流量(纵向强度= 1.7%)进行的。发现在高偏航角下道路和隧道阻力系数之间存在较大差异。使用安装在桅杆上的交叉导线和螺旋桨风速仪进行测量的车辆对道路上的湍流风环境进行了测量。遇到了与道路方向成不同角度的1 m / s至9 m / s的大气平均风速,并且在车辆静止并以27.8 m / s(100 km / h)的速度行驶时获取了数据。计算了纵向和横向的强度和光谱,从而提供了有关车辆风环境的新信息。建立了移动车辆感知到的湍流强度的数学模型。这利用在车辆静止时获得的大气风数据来预测移动的车辆数据。对于没有局部路边障碍物(例如树木)的道路,移动车辆的测量强度和预测强度非常吻合,从而验证了模型,但是障碍物增加了数据散布,并且横向强度通常增加了30%),而变化很小。纵向强度。移动车辆的纵向和横向光谱的峰值约为1.0 Hz,大部分能量包含在0.1 Hz和10 Hz之间。随后的隧道测试使用了五级网格生成的湍流,并且使用数学模型来预测隧道测试的道路数据。当使用正确的纵向强度时,在高偏航角下发现更好的一致性。但是,隧道中的湍流尺度太短,无法进行正确的建模。对模型和全尺寸驾驶室顶盖的流动可视化研究表明,由于雷诺数差异而导致的流动方式差异。本文描述的数学模型和测量结果表明,高偏航角总是伴随着较高的湍流强度,并且得出结论,商用车的湍流特性建模比其他建模参数(例如运动地面)更为重要。大多数主要的车辆空气动力学隧道的湍流水平都非常低(纵向均方根强度通常小于0.5%),而在道路上测得的典型值为2%至5%(横向强度值较高)。因此,建议对于车辆空气动力学,通常应更加注意正确建模风洞中湍流的强度和尺度,并了解典型湍流特性对车辆阻力的影响。

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    Watkins S;

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  • 年度 1990
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