LES Analysis of the Effect of Snowdrift on Wind Pressure on a Low-Rise Building

被引:2
|
作者
Liu, Zhixiang [1 ]
Yu, Zhixiang [1 ,2 ]
Chen, Yang [1 ]
He, Huan [1 ]
Chen, Xiaoxiao [1 ]
机构
[1] Southwest Jiaotong Univ, Sch Civil Engn, Chengdu 610031, Peoples R China
[2] Southwest Jiaotong Univ, Wind Engn Key Lab Sichuan Prov, Chengdu 610031, Peoples R China
基金
中国国家自然科学基金; 国家重点研发计划;
关键词
low-rise building; snowdrift; wind pressure; Large-Eddy simulation (LES); airflow structure; GABLE-ROOF BUILDINGS; PROPER ORTHOGONAL DECOMPOSITION; NUMERICAL-SIMULATION; FLOW; TURBULENCE; TUNNEL; LOADS; SNOW; CFD; RECONSTRUCTION;
D O I
10.3390/buildings12091387
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents a comparative study of the distribution of wind pressure acting on a low-rise building roof with or without snowdrift through the Large-Eddy simulation (LES) method. Firstly, based on previous wind-blowing snow experiments, the stable snowdrift models were obtained by reverse technique. Secondly, the methodology of LES numerical simulation was introduced, where sensitivity analyses were conducted to determine a more reasonable grid configuration and data sampling time. Meanwhile, the numerical validation was also verified by comparing it with the previous PIV database. Finally, the wind pressure acting on the building's roof with or without snowdrift were systematically compared and analyzed. It was found that the snow cover significantly restrains the size of the separation bubble and makes is lcoated earlier on the roof, which leads to the increasing passing velocity in the region near the roof. Meanwhile, the area-averaged pressure coefficient in the windward region (x/H < 0.5) for the snowdrift roof will be significantly amplified, especially for the fluctuating pressure, the maximum value of the Relative Difference even reaches 40%. Additionally, according to the POD analysis, the snowdrift causes the fluctuating wind energy to concentrate near the windward side of the roof. Therefore, more attention should be paid to the wind pressure in the windward region when the snowdrift is formed on the roof.
引用
收藏
页数:24
相关论文
共 50 条
  • [21] Impact of a single high-rise building on the wind pressure acting on the surrounding low-rise buildings
    Ishida, Yasuyuki
    Yoshida, Akihito
    Yamane, Yuta
    Mochida, Akashi
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2024, 250
  • [22] Wind tunnel measurements of cavity pressure dynamics in a low-rise flexible roofed building
    Pearce, W
    Sykes, DM
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1999, 82 : 27 - 48
  • [23] Numerical simulation of a conical roofed low-rise building to estimate the wind pressure coefficients
    Singh, Jagbir
    Roy, Amrit Kumar
    ELECTRONIC JOURNAL OF STRUCTURAL ENGINEERING, 2021, 21 (01): : 34 - 45
  • [24] Wind pressure coefficients on low-rise structures and codification
    Letchford, C
    Holmes, JD
    Hoxey, R
    Robertson, A
    WIND AND STRUCTURES, 2005, 8 (04) : 283 - 294
  • [25] Uncertainty in wind pressure coefficients for low-rise buildings
    De Wit, M.S.
    Heron, 1999, 44 (01): : 45 - 59
  • [26] Uncertainty in wind pressure coefficients for low-rise buildings
    de Wit, MS
    WIND ENGINEERING INTO THE 21ST CENTURY, VOLS 1-3, 1999, : 1859 - 1866
  • [27] Probabilistic modeling of wind pressure on low-rise buildings
    Yang, Luping
    Gurley, Kurtis R.
    Prevatt, David O.
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2013, 114 : 18 - 26
  • [28] Effects of green roof on the wind field of a low-rise building
    Wai, Wing-Hong Onyx
    Hu, Wen-Qing
    Li, Chi-Wai
    Zhan, Jie-Min
    FRONTIERS IN FLUID MECHANICS RESEARCH, 2015, 126 : 405 - 409
  • [29] OPTIMIZED DESIGN OF A LOW-RISE INDUSTRIAL BUILDING FOR WIND LOADS
    HOLMES, JD
    SYME, MJ
    KASPERSKI, M
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1995, 57 (2-3) : 391 - 401
  • [30] Area-average wind pressures on a low-rise building
    Leffler, RD
    Cermak, JE
    BUILDING AN INTERNATIONAL COMMUNITY OF STRUCTURAL ENGINEERS, VOLS 1 AND 2, 1996, : 1037 - 1044