| Literature DB >> 32837689 |
Xinyue Zhang1, Asiri Umenga Weerasuriya2,3, Xuelin Zhang4, Kam Tim Tse2, Bin Lu1, Cruz Yutong Li2, Chun-Ho Liu3.
Abstract
Pedestrian wind comfort near a 400 m super-tall building in high and low ambient wind speeds, referred to as Windy and Calm climates, is evaluated by conducting computational fluid dynamics (CFD) simulations. The super-tall building has 15 different configurations and is located at the center of 50 m medium-rise buildings in an urban-like setting. Pedestrian level mean wind speeds near the super-tall building is obtained from three-dimensional (3D), steady-state, Reynolds-Averaged Navier-Stokes (RANS)-based simulations for five incident wind directions (θ = 0°, 22.5°, 45°, 90°, 180°) that are subsequently compared with two wind comfort criteria specified for Calm and Windy climates. Results show a 1.53 times increase in maximum mean wind speed in the urban area after the construction of a square-shaped super-tall building. The escalated mean wind speeds result in a 23%-15% and 36%-29% decrease in the area with "acceptable wind comfort" in Calm and Windy climates, respectively. The area with pedestrian wind comfort varies significantly with building configuration and incident wind direction, for example, the configurations with sharp corners, large plan aspect ratios and, frontal areas and the orientation consistently show a strong dependency on incident wind direction except for the one with rounded plan shapes. Minor aerodynamic modifications such as corner modifications and aerodynamically-shaped configurations such as tapered and setback buildings show promise in improving pedestrian wind comfort in Windy climate. © Tsinghua University Press and Springer-Verlag GmbH Germany, part of Springer Nature 2020.Entities:
Keywords: building configuration; computational fluid dynamics simulation; pedestrian wind comfort; super-tall building; urban wind environment
Year: 2020 PMID: 32837689 PMCID: PMC7282207 DOI: 10.1007/s12273-020-0658-6
Source DB: PubMed Journal: Build Simul ISSN: 1996-3599 Impact factor: 3.751