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山地风加速效应的计算模型 被引量:15

Calculation Model of Speedup Effect of Wind Velocity in Hilly Terrain
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摘要 以往对山地风加速效应的研究及发达国家最新规范中关于山地风加速效应的计算模型往往采用指数律模型,并且只考虑了较缓的山坡,各模型中系数取值差异较大.针对这一问题,文中基于计算流体力学软件Fluent 6.2平台,利用数值模拟方法对不同坡度、高度和地貌情况下的山地风加速效应进行计算,分析了山体坡度、山体高度及地貌对山地风加速效应的影响,根据数值模拟结果提出了山地平均风加速效应的对数律计算模型,拟合了模型中各参数的取值,把适用范围扩大到了较陡的山坡,并将文中模型计算结果与现有模型及规范计算结果进行比较,结果表明,对数律计算模型比指数律计算模型能更精确地描述山地近地风的加速效应. In early researches and the latest specifications of some developed countries,the exponential-law calculation models are often used to calculate the speedup effect of wind velocity at the tops of moderate hills and crests,and the parameters of different models are variable.In order to solve this problem,the influences of the slope and the height of a hill as well as the terrain conditions on the speedup effect are numerically simulated with the CFD software Fluent 6.2.According to the simulated results,a logarithmic-law calculation model of average speedup effect is proposed based on the fitting of all parameter values,which is available for steeper hills and crests.From the comparison of the proposed model and the previous model as well as the existing specifications,it is found that the proposed logarithmic-law model is more accurate than the exponential-law one in terms of the description of speedup effect of near-surface wind velocity in hilly terrain.
出处 《华南理工大学学报(自然科学版)》 EI CAS CSCD 北大核心 2010年第11期54-58,73,共6页 Journal of South China University of Technology(Natural Science Edition)
基金 国家自然科学基金重大项目(90715024) 重庆大学研究生创新团队项目(200909C1017)
关键词 山地 加速效应 山体高度 山体坡度 地貌 数值模拟 指数律 对数律 hilly terrain speedup effect hill height hill slope landform numerical simulation exponential law logarithmic law
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参考文献13

  • 1Jackson P S,Hunt J C R.Turbulent flow over a low hill[J].Journal of Royal Meteorological Society,1975,101:929-955.
  • 2Jackson P S.The influence of local terrain features on the site selection for wind energy generating systems,Boundary Layer Wind Tunnel Laboratory internal report,BLWT-1-1979[R].Ontario:University of Western Ontario,1979.
  • 3Hunt J C R,Leibovich S,Richards K J.Turbulent shear flow over low hills[J].Journal of Royal Meteorological Society,1988,114:1435-1470.
  • 4Kaimal J,Finnigan J.Atmospheric boundary layer flows:their structure and measurement[M].Oxford:Oxford University Press,1994.
  • 5Taylor P A,Lee R J.Simple guidelines for estimating wind speed variations due to small scale topographic features[J].Climatological Bulletin,1984,18(2):3-22.
  • 6ASCE.Minimum design loads for buildings and other structures[S].New York:ANSI,2002.
  • 7Canadian commission on building and fire codes.National building code of Canada (NBC)[S].Ottawa:National Research Council of Canada,1995.
  • 8International organization for standardization International standard ISO 4354,Wind actions on structures[S].Switzerland:International Organization for Standardization,2004.
  • 9顾明,杨伟,黄鹏,罗攀.TTU标模风压数值模拟及试验对比[J].同济大学学报(自然科学版),2006,34(12):1563-1567. 被引量:28
  • 10杨伟,顾明.高层建筑三维定常风场数值模拟[J].同济大学学报(自然科学版),2003,31(6):647-651. 被引量:104

二级参考文献16

  • 1WUJiang-hang ZHUHuai-qiu PENGGao-zhu.Comparison of simulation of wind load on tall buildings by the digital wind tunnel with the test of atmosphere boundary layer wind tunnel[A]..大型复杂结构体系的关键科学问题及设计理论研究论文集[C].大连:大连理工大学出版杜,2000.56—65.
  • 2Murakami S. Overview of turbulence models applied in CWE-1997[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1998, (74 -76) : 1 - 24.
  • 3Murakami S. Comparison of various turbulence model applied to a bluff body[J]. Journal of Wind Engineering and Industrial Aerodynamics,1993, (46 - 47) : 121 - 136.
  • 4Baines W D. Effect of velocity distribution on wind load and flow patterns on buildings [ A ]. Proc Syrup Wind effects on buildings and structures[C]. [s. 1. ] : [s. n. ], 1963.198 - 223.
  • 5ISBN4--8189--0459-7C3052 P4450E--1996, AIJ Recommendations for Loads on Buildings[ S].
  • 6Kim S E,Boysan F. Application of CFD to environment flows[ J]. Journal of Wind Engineering and Industrial Aerodynamics, 1999, (81):145-158.
  • 7Tsuchiya M,Murakami S,Mochida A, et al.Development of a new k-ε turbulence model for flow and pressure fields mound bluff body[J].Journal of Wind Engineering and Industrial Aerodymmies,1997, (67- 68) : 169- 182.
  • 8Lee S. Unsteady aerodynamic force prediction on a square cylinder using k-εturbulence models[J] .Journal of Wind Engineering and Industrial Aerodynamics, 1997, (67 - 68) :79 - 90.
  • 9Levitan M L,Mehta K C,Vann W P,et al.Field measurements of pressure on the Texas Tech Building[J].Journal of Wind Engineering and Industrial Aerodynamics,1991(38):227.
  • 10Levitan M L,Mehta K C.Texas Tech field experiments for wind loads part 1:Building and pressure measuring system[J].Journal of Wind Engineering and Industrial Aerodynamics,1992 (41 -44):1565.

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