精密单点定位技术的塞文大桥变形监测Deformation monitoring of Severn bridge based on precise point positioning technology
吴萧楠,何秀凤,何丽娜,唐旭,文援兰
摘要(Abstract):
精密单点定位(PPP)技术不断的发展及推广,并凭借其独特的优势广泛应用于桥梁变形监测。该文使用精密单点定位技术对英国塞文大桥的悬索及桥塔监测点进行处理,通过对长时间和短时间的监测数据进行解算,分析各监测点的形变时间序列。结果显示,桥梁同一监测点高程方向的形变幅度比横向、径向显著;不同监测点同一方向的变形存在很大程度的一致性,桥梁中点B的变形幅度最为显著。将基于PPP技术与基于双差技术的处理结果进行对比验证,验证了PPP技术应用于桥梁变形监测的可行性,但是和传统的双差技术相比,PPP技术的精度和稳定性还需进一步探讨。
关键词(KeyWords): 全球卫星导航系统;精密单点定位;桥梁变形监测;监测点分布
基金项目(Foundation): 国家自然科学基金重点项目(41830110);; 中央高校基本科研业务费项目(2018B07414)
作者(Author): 吴萧楠,何秀凤,何丽娜,唐旭,文援兰
DOI: 10.16251/j.cnki.1009-2307.2020.11.007
参考文献(References):
- [1] 吴迪军.桥梁工程测量技术现状及发展方向[J].测绘通报,2016(1):1-5.(WU Dijun.Current status and development trend of bridge engineering surveying techniques[J].Bulletin of Surveying and Mapping,2016(1):1-5.)
- [2] 陈浩,岳东杰,陈健,等.基于GPS/BDS桥梁短期变形预警方法研究[J].甘肃科学学报,2018,30(5):36-41.(CHEN Hao,YUE Dongjie,CHEN Jian,et al.Research on early warning methods of short term deformation based on GPS/BDS bridge[J].Journal of Gansu Sciences,2018,30(5):36-41.)
- [3] 冯燕媚.大跨悬索桥北斗位移监测与安全评估技术研究[D].重庆:重庆交通大学,2018.(FENG Yanmei.Study on the monitoring and safety assessment technology of Beidou displacement of long-span suspension bridge[D].Chongqing:Chongqing Jiaotong University,2018.)
- [4] 过静珺,戴连君,卢云川.虎门大桥GPS(RTK)实时位移监测方法研究[J].测绘通报,2000(12):4-5,12.(GUO Jingwei,DAI Lianjun,LU Yunchuan.Study of method for realtime survey on Humen Bridge by GPS(RTK)[J].Bulletin of Surveying and Mapping,2000(12):4-5,12.)
- [5] 刘梦微.基于GPS的桥梁变形监测应用研究[D].南昌:东华理工大学,2013.(LIU Mengwei.Research on application of bridge deformation monitoring based on GPS[D].Nanchang:East China University of Technology,2013.)
- [6] 赵翔,李爱群,缪长青,等.润扬大桥结构健康监测系统传感器测点布置[J].工业建筑,2005(1):82-85.(ZHAO Xiang,LI Aiqun,MIAO Changqing,et al.Sensor placement for the health monitoring system of Runyang bridge[J].Industrial Construction,2005(1):82-85.)
- [7] ASHKENAZI V,ROBERTS G W.Experimental monitoring of Humber bridge using GPS[J].Cicil Engineering International,1998,20(2):39-43.
- [8] FUJINO Y,MURATA M,OKANO S,et al.Monitoring system of the Akashi Kaikyo bridge and displacement measurement using GPS[EB/OL].[2019-05-08].https://www.Research gate.net/.
- [9] 刘经南,叶世榕.GPS非差相位精密单点定位技术探讨[J].武汉大学学报(信息科学版),2002,27(3):234-240.(LIU Jingnan,YE Shirong.GPS precise point positioning using undifferenced phase observation[J].Geomatics and Information Science of Wuhan University,2002,27(3):234-240.)
- [10] ZHANG B C,OU J K,YUAN Y B et al.Yaw attitude of eclipsing GPS satellites and its impact on solutions from precise point positioning[J].Chinese Science Bulletin,2010,55(32):3688-3694.
- [11] 董建军,徐爱功,高猛,等.GPS实时精密单点定位精度与收敛性分析[J].导航定位学报,2018,6(3):92-97.(DONG Jianjun,XU Aigong,GAO Meng,et al.Analysis of accuracy and convergence of GPS real-time precise point positioning[J].Journal of Navigation and Positioning,2018,6(3):92-97.
- [12] ZHANG B.Precise point positioning algorithm based on original dual-frequency GPS code and carrier-phase observations and its application[J].Acta Geodaetica et Cartographica Sinica,2010,39(5):478-483.
- [13] GETHIN W B,CHRISTOPHER J B,TANG Xu,et al.A Tale of Five Bridges;the use of GNSS for monitoring the deflections of bridges[J].Journal of Applied Geodesy,2014,8(4):241-264.
- [14] TANG X,GETHIN W B,LI X X,et al.Real-time kinematic PPP GPS for structure monitoring applied on the Severn Suspension Bridge,UK[J].Advances in Space Research,2017,60(5):925-937.
- [15] TANG Xu,LI Xingxing,GETHIN W B,et al.1 Hz GPS satellites clock correction estimations to support high-rate dynamic PPP GPS applied on the Severn Suspension Bridge for deflection detection[J].GPS Solutions,2019,23 (2):1-12.
- [16] 张小红,左翔,李盼,等.BDS/GPS精密单点定位收敛时间与定位精度的比较[J].测绘学报,2015,44(3):250-256.(ZHANG Xiaohong,ZUO Xiang,LI Pan,et al.Convergence time and positioning accuracy comparison between BDS and GPS precise point positioning[J].Acta Geodaetica et Cartographica Sinica,2015,44(3):250-256.)
- [17] 杨元喜.自适应动态导航定位[M].北京:测绘出版社,2006.(YANG Yuanxi.Adaptive dynamic navigation and positioning[M].Beijing:Surveying and Mapping Press,2006.)
- [18] NETZER M.Premimer to Kalman filtering[M].New York:Nova Science Publishers,2011:1-275.
- [19] 魏子卿,葛茂荣.GPS相对定位的数学模型[M].北京:测绘出版社,1998.(WEI Ziqing,GE Maorong.Mathematical model of GPS relative positioning[M].Beijing:Surveying and Mapping Press,1998.)
- [20] CHOY S.An investigation into the accuracy of single frequency precise point positioning (PPP)[D].Australia:,Engineering and Health,Royal Melbourne Institute of Technology (RMIT) University,2009.
- [21] 何广源,何秀凤,吴迪军,等.基于小波分析的桥梁GPS动态监测方法[J].测绘科学技术学报,2010,27(6):399-402.(HE Guangyuan,HE Xiufeng,WU Dijun,et al.GPS dynamic monitoring in bridge based on wavelet analysis[J].Journal of Geomatics Science and Technology,2010,27(6):399-402.)
- [22] 黄声享,刘星,杨永波,等.利用GPS测定大型桥梁动态特性的试验及结果[J].武汉大学学报(信息科学版),2004,29(3):198-200.(HUANG Shengxiang,LIU Xing,YANG Yongbo,et al.Experiment and result for measuring dynamic characteristics of large bridge using GPS[J].Geomatics and Information Science of Wuhan University,2004,29(3):198-200.)
- [23] 李雷.GPS桥梁监测系统的构建及其在某大桥中的应用研究[J].公路工程,2019,44(1):222-226.(LI Lei.Construction of GPS bridge monitoring system and its application in a bridge[J].Highway Engineering,2019,44(1):222-226.)