测绘通报 ›› 2019, Vol. 0 ›› Issue (2): 95-98.doi: 10.13474/j.cnki.11-2246.2019.0051

• 技术交流 • 上一篇    下一篇

GPS静态精密单点定位算法精度分析

符华年, 张旭东, 胡玉坤   

  1. 宁波市测绘设计研究院, 浙江 宁波 315042
  • 收稿日期:2018-08-28 修回日期:2018-12-18 出版日期:2019-02-25 发布日期:2019-03-05
  • 通讯作者: 胡玉坤。E-mail:917784826@qq.com E-mail:917784826@qq.com
  • 作者简介:符华年(1978-),男,硕士,高级工程师,从事大地测量、工程测量和三维激光扫描测量技术方面的研究工作。E-mail:38828278@qq.com
  • 基金资助:

    宁波市科技局软科学课题(2017A10066)

Accuracy analysis of GPS static precise point positioning algorithm

FU Huanian, ZHANG Xudong, HU Yukun   

  1. Ningbo Institute of Surveying and Mapping Design, Ningbo 315042, China
  • Received:2018-08-28 Revised:2018-12-18 Online:2019-02-25 Published:2019-03-05

摘要:

采用精密轨道和钟差,利用Bernese软件解算得到亚洲地区13个IGS跟踪站的站坐标、对流层ZTD和接收机钟差,将解算的结果与CODE发布的结果对比发现:静态PPP算法解算的N方向收敛精度明显优于E方向和U方向,4~6 h后,坐标偏差在1 cm左右;NEU RMS均值分别为0.45、0.29、0.69 cm,ZTD RMS均值为0.85 cm,接收机钟差RMS均值为0.14 ns。试验表明:精密单点定位算法具有较高的精度和可靠性,可为实际工程测量及相关地球物理信号研究提供理论依据。

关键词: CODE, IGS跟踪站, 对流层ZTD, 接收机钟差

Abstract:

This paper uses precision orbit and clock difference to calculate thirteen IGS tracking stations' coordinates, tropospheric ZTD and receiver clock difference in Asia by Bernese software. Compared with the results issued by CODE, it is found that the N direction convergence accuracy of the static PPP algorithm is obviously better than E direction and U direction, and the coordinate deviation after 4 to 6 hours nearly 1 cm, the NEU RMS mean is 0.45, 0.29, 0.69 cm, ZTD RMS mean is 0.85 cm, receiver clock difference RMS mean is 0.14 ns. The experiment shows that the precision single point positioning algorithm has high accuracy and reliability, it can provide theoretical basis for the actual engineering measurement and related geophysical signal research.

Key words: CODE, IGS tracking station, tropospheric ZTD, receiver clock error

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