北斗卫星导航系统的毫米级精度变形监测算法与实现

doi:10.11947/j.AGCS.2016.20140649

测绘学报 ›› 2016, Vol. 45 ›› Issue (1): 16-21.doi: 10.11947/j.AGCS.2016.20140649

北斗卫星导航系统的毫米级精度变形监测算法与实现

肖玉钢¹, 姜卫平², 陈华¹, 袁鹏², 席瑞杰¹

1. 武汉大学测绘学院, 湖北武汉 430079;
2. 武汉大学卫星导航定位技术研究中心, 湖北武汉 430079

收稿日期:2014-12-08 修回日期:2015-07-08 出版日期:2016-01-20 发布日期:2016-01-28
通讯作者: 姜卫平, wpjiang@whu.edu.cn E-mail:wpjiang@whu.edu.cn
作者简介:肖玉钢(1984—),男,博士生,研究方向为GNSS高精度定位定轨算法。
基金资助:
国家863计划(2012AA12A209);国家自然科学基金(41374033)

Research and Realization of Deformation Monitoring Algorithm with Millimeter Level Precision Based on BeiDou Navigation Satellite System

XIAO Yugang¹, JIANG Weiping², CHEN Hua¹, YUAN Peng², XI Ruijie¹

1. School of Geodesy and Geomatics, Wuhan University, Wuhan 430079, China;
2. Research Center of GNSS, Wuhan University, Wuhan 430079, China

Received:2014-12-08 Revised:2015-07-08 Online:2016-01-20 Published:2016-01-28
Supported by:
National High-tech Research and Development Program of China(No.2012AA12A209);National Natural Science Foundation of China(No.41374033)

摘要/Abstract

摘要： 研究了北斗卫星导航系统(BeiDou Navigation Satellite System,BDS)毫米级精度变形监测算法。首先改进了TurboEdit方法,以能够探测到1周的小周跳;针对BDS星座结构给出更为高效的独立双差观测值搜索方法;对于模糊度固定,采用决策函数和序贯模糊度固定相结合的方法。在此基础上,研制了BDS变形监测软件。最后,利用变形监测试验平台的实测数据,从星座分布、解算精度等方面分析了BDS在变形监测中应用的可行性。结果表明,目前在试验区域内BDS与GPS在卫星几何分布等方面基本相当。BDS的短基线解算精度略低于GPS,但仍可达到平面1 mm以内、高程2 mm以内的精度水平。

关键词: 北斗卫星导航系统, 变形监测, 软件实现, 精度分析

Abstract: The deformation monitoring algorithm with millimeter level precision based on BeiDou Navigation Satellite System (BDS) was researched. The TurboEdit method was improved to detect small cycle slips, e.g. 1 cycle. Focusing on BDS constellation, a more efficient algorithm used to construct double-differenced observations was developed. The Bootstrap+Decision function method was utilized to improve the probability of biases fixing. Based on the improved algorithm above, a deformation monitoring software based on BDS was achieved. Afterwards, the availability of BDS in the field of deformation monitoring was analyzed in terms of satellites distribution and precision and accuracy of solutions, utilizing the observations acquired from the experimental platform. The conclusion was drawn that currently BDS is similar to GPS in terms of satellites distribution in the test area. The precision of short baselines derived from BDS is better than 1 mm for the horizontal components, better than 2 mm for the vertical components, which is still a little lower than GPS.

Key words: BeiDou Navigation Satellite System, deformation monitoring, software achievement, precision analysis

中图分类号:

P228

肖玉钢, 姜卫平, 陈华, 袁鹏, 席瑞杰. 北斗卫星导航系统的毫米级精度变形监测算法与实现[J]. 测绘学报, 2016, 45(1): 16-21.

XIAO Yugang, JIANG Weiping, CHEN Hua, YUAN Peng, XI Ruijie. Research and Realization of Deformation Monitoring Algorithm with Millimeter Level Precision Based on BeiDou Navigation Satellite System[J]. Acta Geodaetica et Cartographica Sinica, 2016, 45(1): 16-21.

参考文献

[1] HUDNUT K W, BEHR JA. Continuous GPS Monitoring of Structural Deformation at Pacoima Dam, California[J]. Seismological Research Letters, 1998, 69(4): 299-308.
[2] BEHR J A, HUDNUT K W, KING N E. Monitoring Structural Deformation at Pacoima Dam, California Using Continuous GPS[C]//Proceedings of the 11th International Technical Meeting of the Satellite Division of the Institute of Navigation.Nashville, Tennessee: [s.n.], 1998: 59-68.
[3] 姜卫平, 刘经南. GPS技术在隔河岩大坝监测中的应用研究[J]. 武汉测绘科技大学学报, 1998, 23(S1): 48-49. JIANG Weiping, LIU Jingnan. Study on Application of GPS in the Geheyan Dam Deformation Monitoring[J]. Journal of Wuhan Technical University of Surveying and Mapping, 1998, 23(S1): 48-49.
[4] 姜卫平, 刘鸿飞, 刘万科, 等. 西龙池上水库GPS变形监测系统研究及实现[J]. 武汉大学学报(信息科学版), 2012, 37(8): 949-952. JIANG Weiping, LIU Hongfei, LIU Wanke, et al. CORS Development for Xilongchi Dam Deformation Monitoring[J]. Geomatics and Information Science of Wuhan University, 2012, 37(8): 949-952.
[5] DING X L, CHEN Y Q, HUANG D F, et al. Slope Monitoring Using GPS: A Multi-antenna Approach[J]. GPS World, 2000, 11(3): 52-55.
[6] 李征航, 张小红, 朱智勤. 利用GPS进行高精度变形监测的新模型[J]. 测绘学报, 2002, 31(3): 206-210. LI Zhenghang, ZHANG Xiaohong, ZHU Zhiqin. A New Model of High Accuracy Deformation Monitoring with GPS[J].Acta Geodaetica et Cartographica Sinica, 2002, 31(3): 206-210.
[7] 王新洲, 花向红, 邱蕾. GPS变形监测中整周模糊度解算的新方法[J]. 武汉大学学报(信息科学版), 2007, 32(1): 24-26. WANG Xinzhou, HUA Xianghong, QIU Lei. A New Method for Integer Ambiguity Resolution in GPS Deformation Monitoring[J]. Geomatics and Information Science of Wuhan University, 2007, 32(1): 24-26.
[8] 张小红, 李征航, 徐绍铨. 高精度GPS形变监测的新方法及模型研究[J]. 武汉大学学报(信息科学版), 2001, 26(5): 451-454. ZHANG Xiaohong, LI Zhenghang, XU Shaoquan. A New Model for High Accuracy Deformation Monitor with GPS[J]. Geomatics and Information Science of Wuhan University, 2001, 26(5): 451-454.
[9] 陈永奇, JAMES L. 单历元GPS变形监测数据处理方法的研究[J]. 武汉测绘科技大学学报, 1998, 23(4): 324-328, 363. CHEN Yongqi, JAMES L. Development of the Methodology for Single Epoch GPS Deformation Monitoring[J]. Journal of Wuhan Technical University of Surveying and Mapping, 1998, 23(4): 324-328, 363.
[10] MENG Xiaolin, ROBERTS G W, COSSER E, et al. Real-time Bridge Deflection and Vibration Monitoring Using an Integrated GPS/Accelerometer/Pseudolite System[C]//Proceedings of the 11th International Symposium on Deformation Measurements, International Federation of Surveyors (FIG), Commission 6-Engineering Surveys, Working Group 6.1.Santorini: [s.n.], 2003.
[11] 杨元喜. 北斗卫星导航系统的进展、贡献与挑战[J]. 测绘学报, 2010, 39(1): 1-6. YANG Yuanxi. Progress, Contribution and Challenges of COMPASS/BeiDou Satellite Navigation System[J]. Acta Geodaetica et Cartographica Sinica, 2010, 39(1): 1-6.
[12] SHI Chuang, ZHAO Qile, HU Zhigang, et al. Precise Relative Positioning Using Real Tracking Data from COMPASS GEO and IGSO Satellites[J]. GPS Solutions, 2013, 17(1): 103-119.
[13] STEIGENBERGER P, HUGENTOBLER U, HAUSCHILD A, et al. Orbit and Clock Analysis of COMPASS GEO and IGSO Satellites[J]. Journal of Geodesy, 2013, 87(6): 515-525.
[14] 中国卫星导航系统管理办公室. 北斗卫星导航系统空间信号接口控制文件2.0[EB/OL]. (2013-12-27)[2014-11-15].http://www.beidou.gov.cn. China Satellite Navigation Office. BeiDou Navigation Satellite System Signal in Space Interface Control Document 2.0[EB/OL].(2013-12-27)[2014-11-15]. http://www.beidou.gov.cn.
[15] 姜卫平, 刘经南, 叶世榕. GPS形变监测网基线处理中系统误差的分析[J]. 武汉大学学报(信息科学版), 2001, 26(3): 196-199, 238. JIANG Weiping, LIU Jingnan, YE Shirong. The Systematical Error Analysis of Baseline Processing in GPS Network[J]. Geomatics and Information Science of Wuhan University, 2001, 26(3): 196-199, 238.
[16] 施闯, 赵齐乐, 李敏, 等. 北斗卫星导航系统的精密定轨与定位研究[J]. 中国科学(地球科学), 2012, 42(6): 854-861. SHI Chuang, ZHAO Qile, LI Min, et al. Precise Orbit Determination of BeiDou Satellites with Precise Positioning[J]. Science China(Earth Science), 2012, 55(7): 1079-1086.
[17] BLEWITT G. An Automatic Editing Algorithm for GPS Data[J]. Geophysical Research Letters, 1990, 17(3): 199-202.
[18] 吴继忠, 施闯,方荣新. TurboEdit单站GPS数据周跳探测方法的改进[J]. 武汉大学学报(信息科学版), 2011, 36(1): 29-33. WU Jizhong, SHI Chuang, FANG Rongxin. Improving the Single Station Data Cycle Slip Detection Approach TurboEdit[J]. Geomatics and Information Science of Wuhan University, 2011, 36(1): 29-33.
[19] DONG D N, BOCK Y. Global Positioning System Network Analysis with Phase Ambiguity Resolution Applied to Crustal Deformation Studies in California[J]. Journal of Geophysical Research, 1989, 94(B4): 3949-3966.
[20] 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: 56-85. WEI Ziqing, GE Maorong. Relative Positioning Mathematics Model in Global Positioning System[M]. Beijing: Surveying and Mapping Press, 1998: 56-85.
[21] HE H B, LI J L, YANG Y X, et al. Performance Assessment of Single-and Dual-frequency BeiDou-GPS Single-epoch Kinematic Positioning[J]. GPS Solutions, 2014, 18(3): 393-403.

北斗卫星导航系统的毫米级精度变形监测算法与实现

Research and Realization of Deformation Monitoring Algorithm with Millimeter Level Precision Based on BeiDou Navigation Satellite System

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