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Wind tunnel measurement dataset of 3D turbulent flow around a group of generic buildings with and without a high-rise building

机译:风隧道测量数据集3D湍流流在一组通用建筑物周围,没有高层建筑

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This paper presents a high tempo-spatial resolution dataset of the three-dimensional (3D) turbulent flow over a group of generic buildings with and without a high-rise building measured in an atmospheric boundary layer wind tunnel. This dataset is the basis of the study reported in the research article entitled “Wind tunnel measurement of three-dimensional turbulent flow structures around a building group: Impact of high-rise buildings on pedestrian wind environment” by Tominaga and Shirzadi (2021), which investigates the effect of a high-rise building on the pedestrian wind environment formed around the surrounding buildings and its interaction mechanism with the street flow at the pedestrian height. The instantaneous velocity vectors over a vertical central plane and a horizontal plane and the time-averaged surface pressure over the central building were measured for two cases consisting of a low-rise (Case 1H) and high-rise (Case 3H) buildings, which are in the center of a group of eight low-rise cubic buildings at a regular arrangement with an urban planar area density of 0.25. Data acquisition procedure and measurements details are explained in this paper. Time-averaged values of three velocity components and surface pressure coefficients, and turbulent statistics, i.e. turbulent kinetic energy and normal component of the Reynolds stresses are presented. Furthermore, the time-averaged two-dimensional (2D) velocity magnitude over the pedestrian height are presented for evaluating the gust factor. The presented database is useful for the validation of computational fluid dynamics (CFD) models and turbulent model developments for urban and building-related studies.
机译:本文介绍了一组通用建筑物的三维(3D)湍流的高速度空间分辨率数据集,在大气边界层风洞中测量的高层建筑物。该数据集是研究文章中报告的研究的基础,题为“建筑物组周围的三维湍流结构的风隧道测量:高层建筑对行人风环境的影响”,Tominaga和Shirzadi(2021)调查高层建筑对周围建筑物周围形成的行人风环境的影响及其在行人高度街道流动的互动机制。测量垂直中心平面上的瞬时速度矢量和中央建筑物上的时间平均表面压力的两个案例,包括低上升(案例1H)和高层(案例3H)建筑物在一组八个低层立方体建筑物的中心,定期安排,城市平面区域密度为0.25。本文解释了数据采集程序和测量细节。提出了三个速度分量和表面压力系数的时间平均值,以及湍流统计,即湍流动能和雷诺应力的正常成分。此外,呈现了行人高度的时间平均二维(2D)速度幅度以评估阵风因子。所呈现的数据库对于验证计算流体动力学(CFD)模型以及城市和建筑相关研究的湍流模型开发有用。

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