Evaluation and Application of the GPS Code Observable in Precise Point Positioning

The accuracy of the Global Positioning System (GPS) observable, especially for the code observable, has improved with the development of Global Navigation Satellite System (GNSS) receiver technology. An evaluation of the GPS code observable is presented in this paper, together with a stochastic model for the code and phase observables in Precise Point Positioning (PPP), established using the evaluated results. The results show that the code observables of Leica GNSS receivers are generally better than those of some other brand receivers and the Root Mean Square (RMS) for the code observables of the Leica GRX1200PRO, which includes the multipath effect, reaches 0·71 m, although Coarse/Acquisition (C/A) code observables are tracked. The static positioning of the code observable can reach centimetre level and the convergence time for the JPLM station is just 2·5 hours. The positioning results show that it is difficult to converge the Up direction to the centimetre level, compared with the North and East directions. The results show that static positioning can be correlated with the accumulation characteristic of the error for the code observable, while that that of the kinematic mode can be correlated to the error value. The shortened PPP convergence times verify that the presented stochastic models are effective.

[1]  Yang Gao,et al.  A NEW METHOD FOR CARRIER-PHASE–BASED PRECISE POINT POSITIONING , 2002 .

[2]  Peiliang Xu,et al.  Assessment of stochastic models for GPS measurements with different types of receivers , 2008 .

[3]  Tianhe Xu,et al.  A new differential code bias (C1–P1) estimation method and its performance evaluation , 2015, GPS Solutions.

[4]  Sunil Bisnath,et al.  Reduction of PPP convergence period through pseudorange multipath and noise mitigation , 2015, GPS Solutions.

[5]  Peter Teunissen,et al.  An analytical study of PPP-RTK corrections: precision, correlation and user-impact , 2015, Journal of Geodesy.

[6]  Paul Collins,et al.  GLONASS ambiguity resolution of mixed receiver types without external calibration , 2013, GPS Solutions.

[7]  R. Fang,et al.  Determination of earthquake magnitude using GPS displacement waveforms from real-time precise point positioning , 2014 .

[8]  Bin Wu,et al.  Satellite- and Epoch Differenced Precise Point Positioning Based on a Regional Augmentation Network , 2012, Sensors.

[9]  F. N. Teferle,et al.  Integer ambiguity resolution in precise point positioning: method comparison , 2010 .

[10]  Gaojing Wang,et al.  GPS real-time precise point positioning for aerial triangulation , 2017, GPS Solutions.

[11]  Chen Jun,et al.  The realization and analysis of GNSS network based real-time precise point positioning , 2010 .

[12]  A. Leick GPS satellite surveying , 1990 .

[13]  Chris Rizos,et al.  The International GNSS Service in a changing landscape of Global Navigation Satellite Systems , 2009 .

[14]  Jan Kouba A Possible Detection of the 26 December 2004 Great Sumatra-Andaman Islands Earthquake with Solution Products of the International GNSS Service , 2005 .

[15]  G. Gendt,et al.  Resolution of GPS carrier-phase ambiguities in Precise Point Positioning (PPP) with daily observations , 2008 .

[16]  J. Zumberge,et al.  Precise point positioning for the efficient and robust analysis of GPS data from large networks , 1997 .

[17]  Jean-Charles Marty,et al.  Zero-difference GPS ambiguity resolution at CNES–CLS IGS Analysis Center , 2012, Journal of Geodesy.

[18]  Baocheng Zhang,et al.  PPP-RTK: Results of CORS Network-Based PPP with Integer Ambiguity Resolution , 2010 .

[19]  Charles M. Meertens,et al.  TEQC: The Multi-Purpose Toolkit for GPS/GLONASS Data , 1999, GPS Solutions.

[20]  Oliver Montenbruck,et al.  Kalman-filter-based GPS clock estimation for near real-time positioning , 2009 .

[21]  Pan Li,et al.  Ambiguity resolution in precise point positioning with hourly data for global single receiver , 2013 .

[22]  Richard B. Langley,et al.  Analyzing GNSS data in precise point positioning software , 2011 .

[23]  Congwei Hu,et al.  Network based real-time precise point positioning , 2010 .

[24]  André Lannes,et al.  Calibration of the clock-phase biases of GNSS networks: the closure-ambiguity approach , 2013, Journal of Geodesy.

[25]  H. Bock,et al.  High-rate GPS clock corrections from CODE: support of 1 Hz applications , 2009 .

[26]  Stephen Hilla,et al.  Evaluating pseudorange multipath effects at stations in the National CORS Network , 2004 .

[27]  Xiaohong Zhang,et al.  Satellite clock estimation at 1 Hz for realtime kinematic PPP applications , 2011 .

[28]  Jinling Wang,et al.  Stochastic Modeling for Static GPS Baseline Data Processing , 1998 .

[29]  Tao Geng,et al.  Real‐time capture of seismic waves using high‐rate multi‐GNSS observations: Application to the 2015 Mw 7.8 Nepal earthquake , 2016 .

[30]  Pierre Héroux,et al.  Precise Point Positioning Using IGS Orbit and Clock Products , 2001, GPS Solutions.