期刊文献+

普立特大桥桥位处山区风特性实测研究 被引量:27

Field Measurement Study on Wind Characteristics at Puli Great Bridge Site in Mountainous Area
下载PDF
导出
摘要 为了获取偏远山区的风场特性,以普立特大桥桥位处风场实测项目为研究背景,开发了基于无线传输的高频风速仪数据采集系统,分析了桥位处的平均风特性,并对实测脉动风的非平稳与非高斯特性进行了探讨.研究结果表明:与传统方法相比,新开发的无线传输系统具有实时传输、成本低及无需现场监测等优势;桥位处的大风期主要集中在2~4月份,且大部分发生在西南方向;在选取的强风天气中,出现山区雷暴风的比例约为15%;实测强风的平均风攻角主要在-10°~0°范围内波动;拟合出的风剖面指数波动范围为0~0.14,且其拟合概率密度分布的均值0.056明显小于规范规定的最小值0.12,说明规范规定的风剖面指数不足以描述山区风;山区风出现了同时具有非平稳与非高斯特性的风速样本,且其瞬时最大风速可达22.0 m/s. To obtain the wind characteristics in mountainous area, the wind field measurement at Pull Great Bridge site was conducted. A data collection system for high-frequency wind speed based on wireless transmission was developed. The mean wind characteristic was analyzed. The non-stationarity and non-gaussianity of the fluctuating wind were investigated. The results show that the new system has the advantages of real-time transmission, low cost and no field monitoring compared with the traditional method. The majority of strong wind occurs from February to April annually in the southwest direction. The proportion of the thunderstorm is about 15% among the selected strong wind during the field measurement. The wind attack angle varies from -10 to 0 degrees. The wind profile index ranges from 0 to 0.14, and the mean value of the probability density distribution is 0.56 which is less than 0.12, its minimum in the specification. It illustrates that the wind profile in the mountainous area cannot be well described by the specification. The wind speed sample with both non-stationarity and non-guassianity is measured in the mountainous area, and its instantaneous maximum soeed can reach to 22.0 m/s.
出处 《西南交通大学学报》 EI CSCD 北大核心 2016年第2期349-356,共8页 Journal of Southwest Jiaotong University
基金 国家自然科学基金资助项目(51578471) 国家自然科学基金青年科学基金资助项目(51408504) 交通运输部西部课题资助项目(201231835250)
关键词 山区风 现场实测 无线传输系统 平均风特性 脉动风 非平稳与非高斯 mountainous area wind field measurement wireless transmission system mean windcharacteristics fluctuating wind non-stationarity and non-gaussianity
  • 相关文献

参考文献4

二级参考文献28

  • 1庞加斌,宋丽莉,林志兴,植石群.风的湍流特性两种分析方法的比较及其应用[J].同济大学学报(自然科学版),2006,34(1):27-32. 被引量:13
  • 2宋丽莉,毛慧琴,黄浩辉,刘锦銮,植石群,刘爱君.登陆台风近地层湍流特征观测分析[J].气象学报,2005,63(6):915-921. 被引量:52
  • 3胡峰强,陈艾荣,王达磊.山区桥梁桥址风环境试验研究[J].同济大学学报(自然科学版),2006,34(6):721-725. 被引量:23
  • 4长安大学风洞实验室.禹门口黄河大桥风特性观测与风环境数值模拟研究[R].2007.
  • 5Panofsky H A, Dutton J A. Atmospheric Turbulence-models and Methods for Engineering Application [ M ]. [ S. l. ] : Wiley, 1984.
  • 6Druilhet A, Durand P. Experimental Investigation of Atmospheric Boundary Layer Turbulence[J]. Atmospheric Research, 1997, 43: 345-388.
  • 7Batchvarova E, Gryning S E. Wind Climatology, Atmospheric Turbulence and Internal Botmdary Layer Development in Athens During the Mmedcaphot-trace Experiment [ J ]. Atmospheric Environment, 1998, 32 (12) : 2055-2069.
  • 8Fang C, Sill B L. Aerodynamic Roughness Length: Correlation with Roughness Elements[J]. Wind Eng & Ind Aerodyn, 1992,41-44:449-460.
  • 9国家自然科学基金委员会工程与材料科学部.学科发展战略研究报告(建筑、环境与土木工程Ⅱ)[M].北京:科学出版社,2006:21-25.
  • 10中华人民共和国交通部.GB/T 50283-1999公路工程结构可靠度设计统一标准[S].北京:中国计划出版社,1999.

共引文献80

同被引文献215

引证文献27

二级引证文献104

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