URTK: undifferenced network RTK positioning

Standard network RTK has been widely used since it was proposed in the mid-1990s. Rovers can obtain high-precision estimates of position by resolving double-differenced (DD) ambiguities. The focus of this study is a new undifferenced network RTK method, abbreviated as URTK hereafter, based on undifferenced (UD) observation corrections whose single-differenced (SD) ambiguities between satellites can be resolved in several seconds. The tools for studying the real-time realization of the new method are our developments of logical schemes that have the capability for the real-time modeling of a reference network and the instantaneous resolution of SD ionosphere-free (IF) ambiguities at a single station. This research demonstrates the validity of modeling regional UD-unmodeled errors on the ground and examines the maximum differences when compared to modeling the errors using ionospheric pierce points (IPP). With data collected at 48 stations from a CORS network in Shanxi Province (SXCORS) in China through May 21, 2010, the efficiency of the presented real-time strategies is validated using IGS final products in a postprocessing mode. The results verify that more than 83 % of SD wide-lane (WL) ambiguity can be fixed with 5 s of observation data, and the average resolution time of all the WL tests is 4.96 s. More than 80 % of SD L1 ambiguity can be fixed within 5 s, and the average resolution time is only 6.66 s. Rovers could gain rapidly centimeter-level absolute positioning service, comparable to standard network RTK. In addition, the URTK method transforms the fixed DD-ambiguities of the reference network into UD-ambiguities, and it does not need to set the base station and base satellite. Since the UD-corrections are modeled for each common visible satellite, it breaks down the connections between stations and satellites of the DD-corrections in the current network RTK. The UD-corrections can be broadcast by the base station and automatically selected and optimized by a rover during the real-time kinematic processing, thus avoiding ambiguity in reinitialization due to the change of reference, so it should be very flexible and useful for a wide range of applications.

[1]  M. E. Cannon,et al.  Real-Time GPS Reference Network Carrier Phase Ambiguity Resolution , 1999 .

[2]  H.-J. Euler,et al.  On a Measure for the Discernibility between Different Ambiguity Solutions in the Static-Kinematic GPS-Mode , 1991 .

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

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

[5]  Robin Sibson,et al.  Locally Equiangular Triangulations , 1978, Comput. J..

[6]  Weiming Tang,et al.  Performance Assessment of a Long Range Reference Station Ambiguity Resolution Algorithm for Network RTK GPS Positioning , 2010 .

[7]  J. F. McLellan,et al.  Carrier Phase Based Regional Area Differential GPS for Decimeter-Level Positioning and Navigation , 1997 .

[8]  Shuanggen Jin,et al.  Effects of physical correlations on long-distance GPS positioning and zenith tropospheric delay estimates , 2010 .

[9]  Jingnan Liu,et al.  Recent development of PANDA software in GNSS data processing , 2008, International Conference on Earth Observation for Global Changes.

[10]  Gerd Gendt,et al.  IGS Near Real-Time Products and Their Applications , 2001, GPS Solutions.

[11]  Alan Dodson,et al.  Wet tropospheric effects on precise relative GPS height determination , 1996 .

[12]  Yang Gao,et al.  Performance Analysis of Precise Point Positioning Using Rea-Time Orbit and Clock Products , 2004 .

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

[14]  Christian Rocken,et al.  Improving GPS surveying with modeled ionospheric corrections , 2000 .

[15]  C. Rizos,et al.  Reference station network based RTK systems-concepts and progress , 2003, Wuhan University Journal of Natural Sciences.

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

[17]  Jim R. Ray,et al.  On the precision and accuracy of IGS orbits , 2009 .

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

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

[20]  C. Rizos,et al.  Predicting atmospheric biases for real-time ambiguity resolution in GPS/GLONASS reference station networks , 2003 .