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

Published online by Cambridge University Press:  02 May 2019

Haojun Li
Affiliation:
(College of Surveying and Geo-Informatics, Tongji University, Shanghai, 200092, P. R. China)
Jingxin Xiao
Affiliation:
(College of Surveying and Geo-Informatics, Tongji University, Shanghai, 200092, P. R. China)
Bofeng Li*
Affiliation:
(College of Surveying and Geo-Informatics, Tongji University, Shanghai, 200092, P. R. China)
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Abstract

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.

Information

Type
Research Article
Copyright
Copyright © The Royal Institute of Navigation 2019 
Figure 0

Table 1. Settings for the code observable-based PPP processing.

Figure 1

Figure 1. Distribution of the 342 IGS stations tracking GPS signals.

Figure 2

Figure 2. RMSs of different GNSS receivers. JAVAD TRE_3 DELTA-N, JAVAD TRE_3N DELTA-N, JAVAD TRE_G3TH DELTA-N, JPS LEGACY-N and TPS NET-G3A-N denote that the RMSs are computed using the observable files collected by the corresponding receiver and created with the code smoothing option in TEQC turned off.

Figure 3

Figure 3. RMSs 17 stations which use LEICA GRX1200GGPRO and different antennae.

Figure 4

Table 2. RMSs for ten brands of GNSS receivers. JPS-N, TPS-N and JAVAD-N denote that the RMSs were computed using the observable files collected by the JPS, TPS and JAVAD receivers and created with the code smoothing option in TEQC turned off.

Figure 5

Table 3. Station and the antennae used.

Figure 6

Figure 4. Accuracy of the code observable-based PPP for CPVG (top), JPLM (middle) and LCK4 (bottom) of 27 October (left) and 28 October 2017 (right).

Figure 7

Figure 5. Mean values of the residual of the differenced L1/L2 and P1/P2 of the LCK4 and JPLM stations for 27 October and 28 October 2017.

Figure 8

Table 4. The convergence times of the static positioning.

Figure 9

Figure 6. RMS of the kinematic positioning of the 342 stations 27 October (top) and 28 October 2017 (bottom).

Figure 10

Figure 7. RMSs of 3D and evaluated results with differenced L1/L2 and P1/P2.

Figure 11

Table 5. The shortened convergence times for the static conventional PPP. The shortened convergence time is computed using the difference between the convergence times of the ratios of 1:100 and computed according to the proposed method.