Multi-GNSS phase delay estimation and PPP ambiguity resolution: GPS, BDS, GLONASS, Galileo

This paper focuses on the precise point positioning (PPP) ambiguity resolution (AR) using the observations acquired from four systems: GPS, BDS, GLONASS, and Galileo (GCRE). A GCRE four-system uncalibrated phase delay (UPD) estimation model and multi-GNSS undifferenced PPP AR method were developed in order to utilize the observations from all systems. For UPD estimation, the GCRE-combined PPP solutions of the globally distributed MGEX and IGS stations are performed to obtain four-system float ambiguities and then UPDs of GCRE satellites can be precisely estimated from these ambiguities. The quality of UPD products in terms of temporal stability and residual distributions is investigated for GPS, BDS, GLONASS, and Galileo satellites, respectively. The BDS satellite-induced code biases were corrected for GEO, IGSO, and MEO satellites before the UPD estimation. The UPD results of global and regional networks were also evaluated for Galileo and BDS, respectively. As a result of the frequency-division multiple-access strategy of GLONASS, the UPD estimation was performed using a network of homogeneous receivers including three commonly used GNSS receivers (TRIMBLE NETR9, JAVAD TRE_G3TH DELTA, and LEICA). Data recorded from 140 MGEX and IGS stations for a 30-day period in January in 2017 were used to validate the proposed GCRE UPD estimation and multi-GNSS dual-frequency PPP AR. Our results show that GCRE four-system PPP AR enables the fastest time to first fix (TTFF) solutions and the highest accuracy for all three coordinate components compared to the single and dual system. An average TTFF of 9.21 min with $$7{^{\circ }}$$7∘ cutoff elevation angle can be achieved for GCRE PPP AR, which is much shorter than that of GPS (18.07 min), GR (12.10 min), GE (15.36 min) and GC (13.21 min). With observations length of 10 min, the positioning accuracy of the GCRE fixed solution is 1.84, 1.11, and 1.53 cm, while the GPS-only result is 2.25, 1.29, and 9.73 cm for the east, north, and vertical components, respectively. When the cutoff elevation angle is increased to $$30{^{\circ }}$$30∘, the GPS-only PPP AR results are very unreliable, while 13.44 min of TTFF is still achievable for GCRE four-system solutions.

[1]  Bernhard Hofmann-Wellenhof,et al.  GNSS - Global Navigation Satellite Systems: GPS, GLONASS, Galileo, and more , 2007 .

[2]  Sunil Bisnath,et al.  Current State of Precise Point Positioning and Future Prospects and Limitations , 2009 .

[3]  Yidong Lou,et al.  GLONASS phase bias estimation and its PPP ambiguity resolution using homogeneous receivers , 2016, GPS Solutions.

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

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

[6]  Liu Jing-nan,et al.  PANDA software and its preliminary result of positioning and orbit determination , 2003, Wuhan University Journal of Natural Sciences.

[7]  Xingxing Li,et al.  Improving the Estimation of Uncalibrated Fractional Phase Offsets for PPP Ambiguity Resolution , 2012 .

[8]  R. Hatch The synergism of GPS code and carrier measurements , 1982 .

[9]  C.C.J.M. Tiberius,et al.  Geometry-free ambiguity success rates in case of partial fixing , 1999 .

[10]  Yidong Lou,et al.  Rapid PPP ambiguity resolution using GPS+GLONASS observations , 2017, Journal of Geodesy.

[11]  Alan Dodson,et al.  Ambiguity resolution in precise point positioning with hourly data , 2009 .

[12]  Xiaohong Zhang,et al.  Regional reference network augmented precise point positioning for instantaneous ambiguity resolution , 2011 .

[13]  J.-P. Berthias,et al.  Integer Ambiguity Resolution on Undifferenced GPS Phase Measurements and Its Application to PPP and Satellite Precise Orbit Determination , 2007 .

[14]  Lambert Wanninger,et al.  Carrier-phase inter-frequency biases of GLONASS receivers , 2012, Journal of Geodesy.

[15]  Maorong Ge,et al.  Real‐time GPS sensing of atmospheric water vapor: Precise point positioning with orbit, clock, and phase delay corrections , 2014 .

[16]  Peter Teunissen,et al.  An Integrity and Quality Control Procedure for Use in Multi Sensor Integration , 1990 .

[17]  Shaowei Han,et al.  Quality-control issues relating to instantaneous ambiguity resolution for real-time GPS kinematic positioning , 1996 .

[18]  O. Montenbruck,et al.  IGS-MGEX: Preparing the Ground for Multi-Constellation GNSS Science , 2013 .

[19]  Jinling Wang,et al.  GPS RTK Performance Characteristics and Analysis , 2008 .

[20]  Chengfa Gao,et al.  Improving Ambiguity Resolution for Medium Baselines Using Combined GPS and BDS Dual/Triple-Frequency Observations , 2015, Sensors.

[21]  Pan Li,et al.  Precise Point Positioning with Partial Ambiguity Fixing , 2015, Sensors.

[22]  Lambert Wanninger,et al.  BeiDou satellite-induced code pseudorange variations: diagnosis and therapy , 2015, GPS Solutions.

[23]  Maik Uhlemann,et al.  GFZ Global Multi-GNSS Network and Data Processing Results , 2015 .

[24]  Alan Dodson,et al.  Towards PPP-RTK: Ambiguity resolution in real-time precise point positioning , 2011 .

[25]  J. Kouba A GUIDE TO USING INTERNATIONAL GNSS SERVICE (IGS) PRODUCTS , 2003 .

[26]  Peter Steigenberger,et al.  The Multi-GNSS Experiment (MGEX) of the International GNSS Service (IGS) - Achievements, prospects and challenges , 2017 .

[27]  Lambert Wanninger,et al.  GLONASS Inter-frequency Biases and Their Effects on RTK and PPP Carrier-phase Ambiguity Resolution , 2011 .

[28]  Guy A. E. Vandenbosch,et al.  On the influence of RF absorbing material on the GNSS position , 2014, GPS Solutions.

[29]  P. Teunissen The least-squares ambiguity decorrelation adjustment: a method for fast GPS integer ambiguity estimation , 1995 .

[30]  Qile Zhao,et al.  Multipath analysis of code measurements for BeiDou geostationary satellites , 2014, GPS Solutions.

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

[32]  Yidong Lou,et al.  Integrating GPS and BDS to shorten the initialization time for ambiguity-fixed PPP , 2017, GPS Solutions.

[33]  Y. Bock,et al.  Global Positioning System Network analysis with phase ambiguity resolution applied to crustal deformation studies in California , 1989 .

[34]  Oliver Montenbruck,et al.  The IGS MGEX Experiment as a Milestone for a Comprehensive Multi-GNSS Service , 2013 .

[35]  Pan Li,et al.  Generating GPS satellite fractional cycle bias for ambiguity-fixed precise point positioning , 2016, GPS Solutions.

[36]  Jianghui Geng,et al.  GLONASS fractional-cycle bias estimation across inhomogeneous receivers for PPP ambiguity resolution , 2015, Journal of Geodesy.

[37]  Xingxing Li,et al.  Accuracy and reliability of multi-GNSS real-time precise positioning: GPS, GLONASS, BeiDou, and Galileo , 2015, Journal of Geodesy.

[38]  Nobuaki Kubo,et al.  Evaluation and Calibration of Receiver Inter-channel Biases for RTK-GPS/GLONASS , 2010 .

[39]  Maorong Ge,et al.  A method for improving uncalibrated phase delay estimation and ambiguity-fixing in real-time precise point positioning , 2013, Journal of Geodesy.

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