黄河复杂地形桥位风特性现场实测

刘志文, 薛亚飞, 季建东, 王新生

刘志文, 薛亚飞, 季建东, 王新生. 黄河复杂地形桥位风特性现场实测[J]. 工程力学, 2015, 32(增刊): 233-239. DOI: 10.6052/j.issn.1000-4750.2014.05.S031
引用本文: 刘志文, 薛亚飞, 季建东, 王新生. 黄河复杂地形桥位风特性现场实测[J]. 工程力学, 2015, 32(增刊): 233-239. DOI: 10.6052/j.issn.1000-4750.2014.05.S031
shu
LIU Zhi-wen, XUE Ya-fei, JI Jian-dong, WANG Xin-sheng. FIELD MEASUREMENT OF WIND CHARACTERISTICS OF A BRIDGE SITE WITH COMPLEX YELLOW RIVER TERRAIN[J]. Engineering Mechanics, 2015, 32(增刊): 233-239. DOI: 10.6052/j.issn.1000-4750.2014.05.S031
Citation: LIU Zhi-wen, XUE Ya-fei, JI Jian-dong, WANG Xin-sheng. FIELD MEASUREMENT OF WIND CHARACTERISTICS OF A BRIDGE SITE WITH COMPLEX YELLOW RIVER TERRAIN[J]. Engineering Mechanics, 2015, 32(增刊): 233-239. DOI: 10.6052/j.issn.1000-4750.2014.05.S031
shu

黄河复杂地形桥位风特性现场实测

  • 1.

    湖南大学土木工程学院,湖南,长沙 410082;

  • 2.

    山西交科公路勘察设计院,山西,太原 030006

基金项目: 国家自然科学基金项目(51478180); 湖南省高校创新平台开放基金项目(11K015); 受“中央高校基本科研业务费”资助长安大学中央高校科研业务费基础研究计划科研平台开放基金项目
详细信息
    作者简介:

    薛亚飞(1987―),男,山东临沂人,硕士生,主要从事桥梁抗风研究(E-mail: 420526664@qq.com); 季建东(1981―),男,福建蒲城人,工程师,学士,主要从事桥梁设计工作(E-mail: 23266715@qq.com); 王新生(1962―),男,山西新绛人,高级工程师,学士,主要从事桥梁设计工作(E-mail: sxjky@126.com).

    通讯作者:

    刘志文(1975―),男,山西阳高人,副教授,工学博士,主要从事桥梁风工程研究(E-mail: zhiwenliu@hnu.edu.cn).

  • 中图分类号: U441.2

FIELD MEASUREMENT OF WIND CHARACTERISTICS OF A BRIDGE SITE WITH COMPLEX YELLOW RIVER TERRAIN

  • 1.

    College of Civil Engineering, Hunan University, Changsha, Hunan 410082, China;

  • 2.

    Highway Survey and Design Institute of Shanxi Province Traffic Science Research Institute, Taiyuan, Shanxi 030006, China

摘要

    摘要
  • 摘要: 结合某拟建黄河大桥,在大桥桥位附近建立一座高85 m的测风塔,分别在测风塔10 m、30 m、50 m及80 m高度处设立观测层对大桥桥位处风特性进行现场实测,实测风速风向数据采用GPRS传输,基于MATLAB开发了相应的数据处理程序对实测风速数据进行处理。结果表明：桥位处平均风速沿高度方向总体服从幂指数分布,大风状况下风剖面指数拟合值为,接近规范推荐的B类地表。大风天气(10 m高度处10 min平均风速大于10 m/s)大风时段10 m高度处风攻角范围为-4.9°~6.7°,80 m高度处风攻角范围为-4.4°~5.3°。桥面高度处脉动风紊流度及风谱等与规范推荐值总体比较接近。
    Abstract: Using a bridge across the Yellow River as an example, an 85 m tall wind observation tower was built to measure the wind speed and direction at 10 m, 30 m, 50 m and 80 m high. The measured wind data were transmitted by means of GPRS. A program based MATLAB environment was developed to calculate the wind speed and direction from the measured wind data. The results show that the average wind speeds along height direction generally obey a power-law distribution. The wind profile index fitted value from strong wind data is about 0.167, which is near to a class B roughness surface as recommended by the Wind-Resistant Design Specification for Highway Bridges. The average attack angle of strong wind at 10 meters high (defined as having a wind speed larger than 10 m/s with 10min intervals) is in the range of -4.9° to 6.7°, and the average attack angle of strong wind at 80 meters high is in the range of -4.4° to 5.3°. The turbulent intensity and wind spectrum of the turbulent wind at main deck level are close to the values recommended by the Wind-Resistant Design Specification for Highway Bridges.
    • HTML全文
    • 参考文献(14)
  • [1] JTG/T D60-01-2004, 公路桥梁抗风设计规范[S]. 北京: 人民交通出版社, 2004: 6―9. JTG/T D60-01-2004, Wind-resistant design specifications of highway bridges [S]. Beijing: China Communications Press, 2004: 6―9. (in Chinese)
    [2] 刘聪, 黄世成, 朱安群, 等. 苏通长江公路大桥设计风速的计算与分析[J]. 应用气象学报, 2006, 17(1): 44―51. Liu Cong, Huang Shicheng, Zhu Anqun, et al. Calculation and analysis on design wind velocity of Sutong Changjiang highway bridge [J]. Journal of Applied Meteorological Science, 2006, 17(1): 44―51. (in Chinese)
    [3] 谢以顺, 李爱群, 王浩. 润扬悬索桥桥址区实测强风特性的对比研究[J]. 空气动力学学报, 2009, 27(1): 47―51.
    Xie Yishun, Li Aiqun , Wang Hao. Comparison study on experimental strong wind characteristics of runyang suspension bridge [J]. Acta Aerodynamica Sinica, 2009, 27(1): 47―51. (in Chinese)
    [4] 王浩, 李爱群, 黄瑞新, 等. 润扬悬索桥桥址区韦帕台风特性现场实测研究[J]. 工程力学, 2009, 26(4): 128―133, 138. Wang Hao, Li Aiqun, Huang Ruixin, et al. Field measurements on wind characteristics of typhoon wiphaat the run yang suspension bridge [J]. Engineering Mechanics, 2009, 26(4): 128―133, 138. (in Chinese)
    [5] 宋丽莉, 吴战平, 秦鹏, 等. 复杂山地近地层强风特性分析[J]. 气象学报, 2009, 67(3): 452―460.
    SongLili, Wu Zhanping, Qin Peng, et al. An analysis of the characteristics of strong winds in the surface layer over a complex terrain [J]. Acta Meteorologica Sinica, 2009, 67(3): 452―460. (in Chinese)
    [6] 庞加斌, 宋锦忠, 林志兴. 四渡河峡谷大桥桥位风的湍流特性实测分析[J]. 中国公路学报, 2010, 23(3): 42―47. Pang Jiabin, Song Jinzhong, Lin Zhixing. Field measurement analysis of wind turbulence characteristics of Sidu River Valley bridge site [J]. China Journal of Highway and Transport, 2010, 23(3): 42―47. (in Chinese)
    [7] 李永乐, 唐康, 蔡宪棠, 等. 深切峡谷区大跨度桥梁的复合风速标准[J]. 西南交通大学学报, 2010, 45(2): 167―173. Li Yongle, Tang Kang, Cai Xiantang, et al. Integrated wind speed standard for long span bridges over deep-cutting gorge [J]. Journal of Soustwest Jiaotong University, 2010, 45(2): 167―173. (in Chinese)
    [8] 张玥. 西部山区谷口处桥位风特性观测与风环境数值模拟研究[D]. 西安: 长安大学, 2009. Zhang Yue. Observation and numerical simulation of the wind characteristics of the bridge located in the valley of western mountains [D]. Xi’an: Changan University, 2009. (in Chinese)
    [9] Jason Sharples. Characteristics of wind over complex terrain [J]. Fire Note, 2010, 60(5): 1―4.
    [10] Burlando M, Gaetano P D, Pizzo M, et al. Wind climate analysis in complex terrains [J]. Journal of Wind Engineering Industrial Aerodynamics, 2013, 123(Part B): 349―362.
    [11] Toriumi R, Katsuchi H, Furuya N. A study on spatial correlation of natural wind [J]. Journal of Wind Engineering and Industrial Aerodynamics, 2000, 87(2/3): 203―216.
    [12] Masters Forrest J, Tieleman Henry W, Balderrama Juan A. Surface wind measurements in three Gulf Coast hurricanes of 2005 [J]. Journal of Wind Engineering and Industrial Aerodynamics, 2010, 98(10/11): 533―547.
    [13] 陈红岩, 胡非, 曾庆存. 处理时间序列提高计算湍流通量的精度[J]. 气候与环境研究, 2000, 5(3): 304―311.
    Chen Hongyan, Hu Fei, Zeng Qingcun. Dealing with imperfect date to improve estimation precision of turbulence flux [J]. Climatic and Environmental Research, 2000, 5(3): 304―311. (in Chinese)
    [14] 庞加斌, 葛耀君, 陆烨. 大气边界层湍流积分尺度的分析方法[J]. 同济大学学报, 2002, 30(5): 622―626.
    Pang Jiabin, Ge Yaojun, Lu Ye. Methods for analysis of turbulence integral length in atmospheric boundary-layer [J]. Journal of Tongji University, 2002, 30(5): 622―626. (in Chinese)
    • 相关文章
    • 施引文献
    • 资源附件(0)
计量
  • 文章访问数:  285
  • HTML全文浏览量:  25
  • PDF下载量:  120
  • 被引次数: 0
出版历程
  • 收稿日期:  2014-04-30
  • 修回日期:  2015-04-06
  • 刊出日期:  2015-06-24

目录

摘要
HTML全文
    参考文献(14)
    相关文章
    施引文献
    资源附件(0)

    /

    返回文章
    返回

    京ICP备18030614号

    版权所有 © 《工程力学》编辑部

    地址：北京清华大学新水利馆114室邮政编码：100084

    电话：(010)62788648传真：021-64253812电子信箱：gclxbjb@tsinghua.edu.cn

    本系统由北京仁和汇智信息技术有限公司开发  百度统计