Wind tunnel measurement of three-dimensional turbulent flow structures around a building group: Impact of high-rise buildings on pedestrian wind environment

• Published in: Building and environment 2021-12, Vol.206, p.108389, Article 108389
• Main Authors: Tominaga, Yoshihide, Shirzadi, Mohammadreza
• Format: Article
• Language: English
• Subjects: Buildings; Computational fluid dynamics; Computer applications; Fluid dynamics; Fluid flow; High rise buildings; High-rise building; Hydrodynamics; Kinetic energy; Low rise buildings; Mathematical models; Pedestrian wind environment; Pressure; Probability density functions; Street canyons; Three dimensional flow; Turbulent flow; Velocity; Velocity distribution; Wind measurement; Wind speed; Wind tunnel; Wind tunnels
• ISSN: 0360-1323; 1873-684X
• DOI: 10.1016/j.buildenv.2021.108389

The wind velocity and surface pressure of the model of a group of urban blocks made of low-rise buildings with a high-rise building in the center were measured using a wind tunnel. Not only the time-averaged velocity field, but also the turbulent statistics, i.e., the turbulent kinetic energy, normal component of the Reynolds stresses, gust factor (GF), and probability density function (PDF), and power spectrum density (PSD) of instantaneous velocity components were investigated. Based on the results, the impact of high-rise buildings on the general flow structure and the surrounding pedestrian wind environment was discussed. The presence of high-rise buildings drastically changes the pedestrian wind environment around buildings in terms of time-averaged and instantaneous flow properties due to the complex interaction between the flows around the building and in and above the surrounding street canyons. High-rise buildings create a large GF region where the downwash flow and the street flow collide. A clear correlation between the GF and the time-averaged horizontal velocity magnitude was observed regardless of the height of the central building. The PDF of instantaneous velocity components around the high-rise building was characterized by a large skew not only near the building corners of the high-rise building but also on the surrounding streets. The high-rise building produces large PSDs of the velocity fluctuation components, particularly near the upwind corner at a high frequency and on the surrounding street at an intermediate frequency. Furthermore, the results of the time-averaged and instantaneous flow properties provide a useful database for computational fluid dynamics (CFD) validation and model development studies. •Wind tunnel measurement of turbulent flow around a building group were performed.•Impact of high-rise buildings on the surrounding pedestrian wind is discussed.•Various turbulent statistics of velocity at gust wind environment are investigated.•Complex interaction between downwash and street flows is essential.