期刊文献+

山区桥址处CFD计算域的选取方法 被引量:2

Method of setting up the wind field of a mountain bridge site
下载PDF
导出
摘要 山区桥址处风场具有较强的随机性与不确定性,在选取其CFD计算域时,盲目参考已有的工程可能会造成较大的模型误差,或增加大量的计算开销。为解决该问题,提出了山区复杂地形CFD计算域选取的方法与步骤,验证了其准确性。具体方法为:设置一个大范围的基准计算域进行初算,通过后处理软件绘制平均风压系数极差随高度的变化曲线、壁面附近水平面上的静压偏差等值云图以及横风向各平面静压值与对应边界面的均方根差值曲线,分别筛选出基准计算域在高度方向、顺风向及横风向上对整体风场贡献可忽略的区域,余下部分则可用于该区风场的求解。 The wind field of a mountain bridge site always shows a strong randomness and uncertainty. As a result, setting up its computational domain in CFD simulation by a simply reference to the existing experience causes a large amount of model errors and huge additional computational overhead. To solve this problem, a method to the selection of CFD computational domain of complex terrains is explored and verified. To start the procedure, a large reference computational domain should be chosen and preliminary solved. Then, its solution should be post-processed to draw the following curves or contour images: range of mean pressure coefficient align with height, static pressure deviation contour of the horizontal plane near the top of the bottom surface, the root-mean-square error of the static pressure of the crosswind planes compared to the corresponding edge surface. According to these curves and contour images, areas parts which have slight contribution on the overall wind field are figured out and abandoned, and the selected computational domain is constitutive of the rest parts of the reference domain.
出处 《土木建筑与环境工程》 CSCD 北大核心 2015年第5期11-17,共7页 Journal of Civil,Architectural & Environment Engineering
基金 国家自然科学基金(51578098)~~
关键词 计算域设置 山区地形 计算流体力学 模型误差 求解效率 computational domain settings mountain terrain CFD model error computational efficiency
  • 相关文献

参考文献15

  • 1周志勇,肖亮,丁泉顺,姜保宋.大范围区域复杂地形风场数值模拟研究[J].力学季刊,2010,31(1):101-107. 被引量:22
  • 2贺德馨.我国风工程研究现状与展望[J].力学与实践,2002,24(4):10-19. 被引量:22
  • 3项海帆.进入21世纪的桥梁风工程研究[J].同济大学学报(自然科学版),2002,30(5):529-532. 被引量:56
  • 4Ding Y L,Zhou GD,Li A Q,et al.Statistical characteristics of sustained wind environment for a long-span bridge based on long-term field measurement data[J].Wind and Structures,2013,17(1):43-68.
  • 5Blocken B,Stathopoulos T,Carmeliet J,et al.Application of computational fluid dynamics in building performance simulation for the outdoor environment:An overview[J].Journal of Building Performance Simulation,2011,4(2):157-184.
  • 6曾锴,汪丛军,黄本才,周大伟.计算风工程中几个关键影响因素的分析与建议[J].空气动力学学报,2007,25(4):504-508. 被引量:47
  • 7Zhu Z W,Liu Z Q.CFD prediction of local scour hole around bridge piers[J].Journal of Central South University of Technology:English Edition,2012,19(1)273-281.
  • 8Fujiwara T.Application of statistical system identification method to the analysis of wind-induced current and wind set-up[J].Coastal Engineering Journal,1985,28:117-123.
  • 9崔利民,彭兴黔,时凌琳,张春晖,乔常贵.山体地形下低矮房屋数值风洞模拟的计算域设定[J].华侨大学学报(自然科学版),2010,31(4):463-467. 被引量:2
  • 10Jakob N,Gurevych I.Extracting opinion targets in asingle-and cross-domain setting with conditional random fields[C]// Conference on Empirical Methods in Natural Language Processing,Cambridge,MA,United States,2010:1035-1045.

二级参考文献49

  • 1黄本才,郑本辉,芮明卓,王国俭.上海久事大厦风流场和风压分布数值模拟[J].建筑结构,2005,35(1):62-64. 被引量:6
  • 2汪丛军,黄本才,徐晓明,林高.体育场环状悬挑屋盖脉动风压数值模拟[J].力学季刊,2005,26(4):700-707. 被引量:4
  • 3侯爱波,汪梦甫.建筑数值风洞的基础研究[J].湖南大学学报(自然科学版),2007,34(2):21-24. 被引量:20
  • 4项海帆.进入21世纪的中国大桥工程及抗风研究.进入21世纪的科学进步与社会经济发展[M].北京:中国科学技术出版社,1999.986.
  • 5项海帆.上海力学学会40周年年会报告:风工程和力学[M].上海:同济大学土木工程防灾国家重点实验室,1999..
  • 6孙晓颖,许伟,武越.钝体绕流中的计算域设置研究[C]//第十三届全国结构风工程学术会议论文集(下册).2007:1036-1041.
  • 7Tamura Y.Simultaneous measurements of wind speed profiles at two sites using Doppler sodars[J].Journal of Wind Engineering and In-dustrial Aerodynamics,2001,89:325-335.
  • 8Farell C.Experiments on the wind tunnel simulation of atmospheric boundary layers[J].Journal of Wind Engineering and Industrial Aero-dynamics,1999,79:11-35.
  • 9Cao S.Experimental study on roughness effects on turbulent boundary layer flow over a two-dimensional steep hill[J].Journal of Wind Engineering and Industrial Aerodynamics,2006,94:1-19.
  • 10Takahash T.Wind tunnel tests of effects of atmospheric stability on turbulent flow over a three-dimensional hill[J].Journal of Wind Engineering and Industrial Aerodynamics,2005,93:155-169.

共引文献203

同被引文献13

引证文献2

二级引证文献7

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部