A Comparative Study of Pedestrian-Level Wind Environment Based on a Standard Urban Building Model
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State Key Laboratory of Subtropical Building Science, South China University of Technology, Guangzhou 510640, Guangdong, China

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P425.6;TU317

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    Abstract:

    A detailed comparative study was conducted to investigate the influence of different heights of central high-rise building and wind incident angles on the surrounding pedestrian-level wind environment by means of the wind tunnel test, Reynolds-averaged Navier-Stokes (RANS) and large-eddy simulation (LES) simulations simutaneously based on a standard urban building model proposed by AIJ (Architectural Institute of Japan). The results show that the overall distributions of the wind speed ratio at the measuring points obtained from the RANS and LES simulations respectively are both consistent well with the wind tunnel test data, while the LES results are relatively better, which is reflected by the average error of LES being only half of that the RANS. Generally, the RANS simulation underestimates the pedestrian-level wind speed to some extent, especially it cannot appropriately reflect the wind acceleration phenomenon on the leewards of the building. The pedestrian-level wind speed is positively related with the height of the central building, and the building height over 100m will accelerate the pedestrian-level wind speed apparently by 1.6 times. However, as the height of the central building exceeds 150m (till 200m) , the pedestrian-level wind speed will not increase further. As the wind incident angle varies from 0° to 90°, the so-called Venturi effect phenomenon will occur in the leewards and the corners of the central high-rise building. The pedestrian-level wind speed will accelerate to its highest level when the incident angle reaches 45°, which indicates that the oblique incident wind is the most unfavorable condition for considering the pedestrian-level wind environment situation around the high-rise building.

    Reference
    [1] MITTAL H, SHARMA A, GAIROLA A. A review on the study of urban wind at the pedestrian level around buildings[J]. Journal of Building Engineering, 2018, 18: 154.
    [2] BLOCKEN B, STATHOPOULOS T, BEECK J P A J VAN . Pedestrian-level wind conditions around buildings: review of wind-tunnel and CFD techniques and their accuracy for wind comfort assessment[J]. Building and Environment. 2016, 100: 50.
    [3] 张爱社, 顾明, 张陵. 建筑群行人高度风环境的数值模拟[J]. 同济大学学报(自然科学版), 2007, 35(8): 1030.
    [4] TSANG C W, KWOK K C S, HITCHCOCK P A. Wind tunnel study of pedestrian level wind environment around tall buildings: Effects of building dimensions, separation and podium[J]. Building and Environment, 2012, 49: 167.
    [5] IQBAL Q M Z, CHAN A. Pedestrian level wind environment assessment around group of high-rise cross-shaped buildings: effect of building shape, separation and orientation[J]. Building and Environment, 2016, 101: 45.
    [6] TSE K T, WEERASURIYA A U, ZHANG X, et al. Pedestrian-level wind environment around isolated buildings under the influence of twisted wind flows[J]. Journal of Wind Engineering & Industrial Aerodynamics, 2017, 162: 12.
    [7] XU X, YANG Q, YOSHIDA A, et al. Characteristics of pedestrian-level wind around super-tall buildings with various configurations[J]. Journal of Wind Engineering & Industrial Aerodynamics, 2017, 166: 61.
    [8] TAMURA Y, XU X, YANG Q. Characteristics of pedestrian-level mean wind speed around square buildings: Effects of height, width, size and approaching flow profile[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2019, 192: 74.
    [9] ZHANG X, WEERASURIYA A U, LU B, et al. Pedestrian-level wind environment near a super-tall building with unconventional configurations in a regular urban area[J]. Building Simulation, 2020, 13(2): 439.
    [10] 谢壮宁, 卢瑜, 余先锋. 高层建筑底部区域行人风环境试验研究[J]. 同济大学学报(自然科学版), 2020, 48(12): 1726.
    [11] TOMINAGA Y, MOCHIDA A, YOSHIE R, et al. AIJ guidelines for practical applications of CFD to pedestrian wind environment around buildings[J]. Journal of Wind Engineering & Industrial Aerodynamics, 2008, 96(10): 1749.
    [12] 广东省住房和城乡建设厅. 建筑风环境测试与评价标准: DBJ/T 15-154—2019[S]. 北京: 中国城市出版社, 2019.
    [13] YOSHIE R, MOCHIDA A, TOMINAGA Y, et al. Cooperative project for CFD prediction of pedestrian wind environment in the Architectural Institute of Japan[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2007, 95(9/11): 1551.
    [14] THORDAL M S, BENNETSEN J C, KOSS H H H. Review for practical application of CFD for the determination of wind load on high-rise buildings[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2019, 186: 155.
    [15] MENTER F R. Two-equation eddy-viscosity turbulence models for engineering applications[J]. AIAA Journal, 1994, 32(8): 1598.
    [16] YANG Y, XIE Z, GU M. Consistent inflow boundary conditions for modelling the neutral equilibrium atmospheric boundary layer for the SST k-ω model[J]. Wind and Structures, 2017, 24(5): 465.
    [17] WILCOX D C. Turbulence modeling for CFD[M]. La Canada: DCW Industries, 1998.
    [18] YAN B W, LI Q S. Inflow turbulence generation methods with large eddy simulation for wind effects on tall buildings[J]. Computers & Fluids, 2015, 116: 158.
    [19] HUANG S H, LI Q S, WU J R. A general inflow turbulence generator for large eddy simulation[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2010, 98: 600.
    [20] SMIRNOV A, SHI S, CELIK I. Random flow generation technique for large eddy simulations and particle-dynamics modeling[J]. Journal of Fluids Engineering, 2001, 123: 359.
    [21] ABOSHOSHA H, ELSHAER A, BITSUAMLAK G T, et al. Consistent inflow turbulence generator for LES evaluation of wind-induced responses for tall buildings[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2015, 142: 198.
    [22] YU Y, YANG Y, XIE Z. A new inflow turbulence generator for large eddy simulation evaluation of wind effects on a standard high-rise building[J]. Building and Environment, 2018, 138: 300.
    [23] BLOCKEN B, MOONEN P, STATHOPOULOS T, et al. Numerical study on the existence of the venturi effect in passages between perpendicular buildings[J]. Journal of Engineering Mechanics, 2008, 134(12): 1012.
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YANG Yi, ZHANG Zhiyuan, YU Xianfeng. A Comparative Study of Pedestrian-Level Wind Environment Based on a Standard Urban Building Model[J].同济大学学报(自然科学版),2022,50(6):784~792

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History
  • Received:October 15,2021
  • Online: July 04,2022
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