Prediction of typhoon design wind speed and profile over complex terrain

被引:0
|
作者
Huang, W. F. [1 ,2 ]
Xu, Y. L. [2 ]
机构
[1] Hefei Univ Technol, Sch Civil Engn, Hefei 230009, Anhui, Peoples R China
[2] Hong Kong Polytech Univ, Kowloon, Hong Kong, Peoples R China
关键词
complex terrain; typhoon wind field; CFD simulation; surface roughness length; topography; neural network; design wind speed; wind profile; BOUNDARY-LAYER; FIELD; FLOW; SIMULATION; MODEL;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The typhoon wind characteristics designing for buildings or bridges located in complex terrain and typhoon prone region normally cannot be achieved by the very often few field measurement data, or by physical simulation in wind tunnel. This study proposes a numerical simulation procedure for predicting directional typhoon design wind speeds and profiles for sites over complex terrain by integrating typhoon wind field model, Monte Carlo simulation technique, CFD simulation and artificial neural networks ( ANN). The site of Stonecutters Bridge in Hong Kong is chosen as a case study to examine the feasibility of the proposed numerical simulation procedure. Directional typhoon wind fields on the upstream of complex terrain are first generated by using typhoon wind field model together with Monte Carlo simulation method. Then, ANN for predicting directional typhoon wind field at the site are trained using representative directional typhoon wind fields for upstream and these at the site obtained from CFD simulation. Finally, based on the trained ANN model, thousands of directional typhoon wind fields for the site can be generated, and the directional design wind speeds by using extreme wind speed analysis and the directional averaged mean wind profiles can be produced for the site. The case study demonstrated that the proposed procedure is feasible and applicable, and that the effects of complex terrain on design typhoon wind speeds and wind profiles are significant.
引用
收藏
页码:1 / 18
页数:18
相关论文
共 50 条
  • [1] Wind speed prediction in a complex terrain
    Denison, DGT
    Dellaportas, P
    Mallick, BK
    [J]. ENVIRONMETRICS, 2001, 12 (06) : 499 - 515
  • [2] Experimental study on wind characteristics and prediction of mean wind profile over complex heterogeneous terrain
    An, Lee-Sak
    Alinejad, Nasrollah
    Kim, Sejin
    Jung, Sungmoon
    [J]. BUILDING AND ENVIRONMENT, 2023, 243
  • [3] Evaluation and Improvement of the KMAPP Surface Wind Speed Prediction over Complex Terrain Areas
    Keum, Wang-Ho
    Lee, Sang-Hyun
    Lee, Doo-Il
    Lee, Sang-Sam
    Kim, Yeon-Hee
    [J]. ATMOSPHERE-KOREA, 2021, 31 (01): : 85 - 100
  • [4] Prediction of typhoon design wind speed with cholesky decomposition method
    Huang, W. F.
    Sun, J. P.
    [J]. STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2018, 27 (11):
  • [5] A hybrid numerical simulation method for typhoon wind field over complex terrain
    Huang, Wenfeng
    Zhou, Huanlin
    [J]. WIND AND STRUCTURES, 2014, 18 (05) : 549 - 566
  • [6] On the surface wind speed probability density function over complex terrain
    Jimenez, P. A.
    Dudhia, J.
    Navarro, J.
    [J]. GEOPHYSICAL RESEARCH LETTERS, 2011, 38
  • [7] Sensitivity of simulated wind speed to spatial resolution over complex terrain
    Giovannini, Lorenzo
    Antonacci, Gianluca
    Zardi, Dino
    Laiti, Lavinia
    Panziera, Luca
    [J]. EUROPEAN GEOSCIENCES UNION GENERAL ASSEMBLY 2014, EGU DIVISION ENERGY, RESOURCES & THE ENVIRONMENT (ERE), 2014, 59 : 323 - 329
  • [8] WIND PROFILES OVER COMPLEX TERRAIN
    ZHAO, M
    PANOFSKY, HA
    BALL, R
    [J]. BOUNDARY-LAYER METEOROLOGY, 1983, 25 (03) : 221 - 228
  • [9] WIND CHARACTERISTICS OVER COMPLEX TERRAIN
    MITSUTA, Y
    TSUKAMOTO, O
    NENOI, M
    [J]. JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1983, 15 (1-3) : 185 - 196
  • [10] AN INVESTIGATION OF THE LIMITATIONS OF VERTICAL WIND SPEED AND TEMPERATURE PROFILE ESTIMATION AT A COMPLEX TERRAIN SITE
    PICKERING, KE
    WOODWARD, RH
    [J]. BULLETIN OF THE AMERICAN METEOROLOGICAL SOCIETY, 1980, 61 (11) : 1508 - 1509