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基于GNSS网络的实时精密单点定位及精度分析
引用本文:李浩军,王解先,陈俊平,胡丛玮,王虎.基于GNSS网络的实时精密单点定位及精度分析[J].地球物理学报,2010,53(6):1302-1307.
作者姓名:李浩军  王解先  陈俊平  胡丛玮  王虎
作者单位:1.同济大学测量与国土信息工程系,上海 200092;2.现代工程测量国家测绘局重点实验室,上海 200092;3.德国地球科学研究中心,波茨坦 14473
基金项目:国家自然科学基金项目,中国大陆构造环境监测网络工程项目 
摘    要:基于局域GNSS网络,以历元间、星间差分技术实时估计了GPS卫星相对钟差的历元间差值;针对所估计实时精密钟差的特征,推导了实时精密单点定位的估计模型.对所估计得到的相对钟差的历元间差值、实时定位结果分别进行了比较、分析.结果表明,相对钟差的历元间差值与IGS的最终星历相比其精度可以达到0.08 ns;每小时观测的实时静态定位结果在N、E、U三个方向的精度分别为1.47、3.62、4.09 cm.动态模式,实时结果在N、E、U三个方向的精度分别为2.63、3.82、5.20 cm.与采用IGS最终轨道和钟差解算的结果相比较,实时计算结果优于采用精密轨道和精密钟差计算结果.

关 键 词:实时精密单点定位  GNSS网络  历元间差分  星间差分  
收稿时间:2009-10-29

The realization and analysis of GNSS network based real-time precise point positioning
LI Hao-Jun,WANG Jie-Xian,CHEN Jun-Ping,HU Cong-Wei,WANG Hu.The realization and analysis of GNSS network based real-time precise point positioning[J].Chinese Journal of Geophysics,2010,53(6):1302-1307.
Authors:LI Hao-Jun  WANG Jie-Xian  CHEN Jun-Ping  HU Cong-Wei  WANG Hu
Institution:1.Department of Surveying and Geo-informatics Engineering, Tongji University, Shanghai 200092, China;2.Key Laboratory of Modern Engineering Surveying, State Bureau of Surveying and Mapping, Shanghai 200092, China;3.Deutsches GeoForschungsZentrum-GFZ, 14473, Potsdam, Germany
Abstract:Based on the regional GNSS (Global Navigation Satellite System) network, the real-time epoch-differenced values of relative clock are estimated using the algorithm of epoch-differential and satellite-differential derived model. On account of the character of precise real-time clocks, the estimation model of real-time precise point positioning is deduced by a satellite-differential algorithm. Comparing the epoch-differenced values of relative clock and the IGS final products, the accuracy can be at 0.08 ns. The hourly data was processed using the real-time precise point positioning algorithm based on the estimated real-time precise clocks. In static mode, the hourly positioning accuracy in the N、E and U directions are 1.47、3.62、4.09 cm respectively. The kinematic positioning accuracy in the N、E and U directions are 2.63、3.82、5.20 cm respectively. The accuracy of real-time solution is better than the precise point positioning using the IGS final orbits and clocks in the N, E and U three directions.
Keywords:Real-time precise point positioning  GNSS network  Epoch-differenced  Satellite-differenced
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