测绘学报 ›› 2014, Vol. 43 ›› Issue (9): 895-901.doi: 10.13485/j.cnki.11-2089.2014.0164

• 学术论文 • 上一篇    下一篇

基于精选基准消秩亏的GNSS参考网数据处理方法

张宝成1,欧吉坤1,袁运斌2   

  1. 1. 中科院测量与地球物理研究所
    2. 中国科学院测量与地球物理研究所
  • 收稿日期:2013-12-05 修回日期:2014-02-07 出版日期:2014-09-20 发布日期:2014-09-25
  • 通讯作者: 张宝成 E-mail:b.zhang@curtin.edu.au

Method of Processing GNSS Reference Network Data with Refined Datum Definition for Rank-deficiency Elimination

ZHANG Baocheng,OU Jikun,YUAN Yunbin   

  1. Institute of Geodesy and Geophysics, Chinese Academy of Sciences
  • Received:2013-12-05 Revised:2014-02-07 Online:2014-09-20 Published:2014-09-25
  • Contact: ZHANG Baocheng E-mail:b.zhang@curtin.edu.au

摘要:

全球导航卫星系统(GNSS)参考网多用于估计卫星轨道/钟差、监测地表形变和速度场、确定精密地球自转参数等方面。相关数据处理模式包括:双差基线解(DD)和非差精密单点定位(PPP)等。本文首先从GNSS基本观测方程出发,通过选取两组基准参数,导出了上述两模式下的列满秩观测方程,然后分析了它们的不足,例如:相位偏差在DD模式中吸收了钟差,丧失了时不变特性;模糊度在PPP模式中吸收了相位偏差,失去了整数性。基于上述分析,本文提出了一种新的参考网数据处理方案,以充分融合DD和PPP模式的优势。它的关键策略是精选基准参数,以达到消秩亏的目的,具体优点体现在:相位偏差独立可估,若合理约束为时不变参数,可充分减少参数个数,提高网解精度;待估模糊度具备整周特性,经由模糊度固定,可改善网解可靠性。

关键词: GNSS, 参考网数据处理, 消秩亏, 时变参数, 时不变参数, 精密单点定位

Abstract:

Global Navigation Satellite System (GNSS) networks are widely used for determining satellite orbit/clocks, monitoring crustal deformation and velocity field of the Earth as well as estimating the Earth’s rotation parameters. The data processing strategies comprise Double-Difference (DD) based baseline solution as well as un-differenced based Precise Point Positioning (PPP) solution. On the basis of fundamental GNSS observation equations, full-rank function models adopted by both strategies are respectively derived after identification of two distinct sets of datum parameters. Moreover, the potential pitfalls associated with both strategies are summarized. For instance, the estimable phase biases are biased by the clocks in context of DD strategy and thus become time-varying between adjacent epochs; with respect to PPP strategy, the integer nature of estimable ambiguities is deteriorated due to their absorption of phase biases. A modified strategy is proposed in this paper by means of determining a set of refined datum parameters so as to take advantage of benefits belonging to either DD or PPP strategies. Its main advantages involve: the solvability and the time-constancy of phase biases would largely reduce the number of unknowns and consequently improve formal precision of network solution. Furthermore, owing to well-kept integer nature of the estimable ambiguities, the reliability of network solution would be potentially strengthened after successful ambiguity resolution. Keywords: GNSS; reference network data processing; rank-deficiency elimination; time-varying parameters; time-constant parameters; precise point positioning

Key words: GNSS, reference network data processing, rank-deficiency elimination, time-varying parameters, time-constant parameters, precise point positioning

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