GPS precise point positioning using IGS orbit products

被引:136
|
作者
Héroux, P
Kouba, J
机构
[1] Geodetic Survey Division, Natural Resources
关键词
D O I
10.1016/S1464-1895(01)00103-X
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
The International GPS Service (IGS) has provided GPS orbit products to the scientific community with increased precision and timeliness. Many users interested in geodetic positioning have adopted the IGS precise orbits to achieve cm-level accuracy and ensure long-term reference frame stability. Currently, a differential positioning approach that requires the combination of observations from a minimum of two GPS receivers, with at least one occupying a station with known coordinates is commonly used. The user position can then be estimated relative to one or multiple reference stations using carrier phase observations and a baseline or network estimation approach. Double-differencing observations is a popular way to cancel out common GPS satellite and receiver clock errors. Baseline or network processing is effective in connecting the user position to the coordinates of the reference stations while the precise orbit virtually eliminates the errors introduced by the GPS space segment. This mode of processing has proven to be very effective and has received widespread acceptance. One drawback is that it requires that simultaneous observations be made at reference stations, with the practical constraint that involves. The following details a post-processing approach that uses un-differenced dual-frequency pseudorange and carrier phase observations along with IGS precise orbit products, for stand-alone precise geodetic point positioning (static or kinematic) with cm precision. This is possible if one takes advantage of the satellite clock estimates that are available with the satellite coordinates in the IGS precise orbit products and models systematic effects that cause cm-variations in the satellite to user range. This paper will describe the approach, summarize the adjustment procedure and specify the earth and space based models that must be implemented to achieve cm-level positioning in static mode. Furthermore, station tropospheric zenith path delays with cm-precision and GPS receiver clock estimates precise to 100 picoseconds are also obtained using this approach. (C) 2001 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:573 / 578
页数:6
相关论文
共 50 条
  • [31] Positioning performance analysis on combined GPS/BDS precise point positioning
    Jing Xiong
    Fei Han
    Geodesy and Geodynamics, 2020, 11 (01) : 78 - 83
  • [32] Positioning performance analysis on combined GPS/BDS precise point positioning
    Xiong, Jing
    Han, Fei
    GEODESY AND GEODYNAMICS, 2020, 11 (01) : 78 - 83
  • [33] Time transfer based on GPS precise point positioning
    Kuang Cuilin
    Liu Jingnan
    Hou Fen
    2006 8TH INTERNATIONAL CONFERENCE ON SIGNAL PROCESSING, VOLS 1-4, 2006, : 2282 - 2285
  • [34] Impacts of sampling rates of IGS satellite clock on convergence of precise point positioning
    Lin, Xiaojing
    Guo, Fei
    Lv, Cuixian
    Xu, Yun
    Wuhan Daxue Xuebao (Xinxi Kexue Ban)/Geomatics and Information Science of Wuhan University, 2010, 35 (06): : 683 - 686
  • [35] Combined GPS/GLONASS Precise Point Positioning with Fixed GPS Ambiguities
    Pan, Lin
    Cai, Changsheng
    Santerre, Rock
    Zhu, Jianjun
    SENSORS, 2014, 14 (09) : 17530 - 17547
  • [37] Precise point positioning with GPS and Galileo broadcast ephemerides
    Carlin, Luca
    Hauschild, Andre
    Montenbruck, Oliver
    GPS SOLUTIONS, 2021, 25 (02)
  • [38] Precise point positioning with GPS and Galileo broadcast ephemerides
    Luca Carlin
    André Hauschild
    Oliver Montenbruck
    GPS Solutions, 2021, 25
  • [39] Ambiguity resolved precise point positioning with GPS and BeiDou
    Li Pan
    Zhang Xiaohong
    Guo Fei
    JOURNAL OF GEODESY, 2017, 91 (01) : 25 - 40
  • [40] Ambiguity resolved precise point positioning with GPS and BeiDou
    Li Pan
    Zhang Xiaohong
    Guo Fei
    Journal of Geodesy, 2017, 91 : 25 - 40