Browse > Article
http://dx.doi.org/10.11003/JPNT.2018.7.4.295

Feasibility Study on Integration of SSR Correction into Network RTK to Provide More Robust Service  

Lim, Cheol-Soon (Department of Aerospace Engineering, Sejong University)
Park, Byungwoon (Department of Aerospace Engineering, Sejong University)
Kim, Dong-Uk (Department of Mechanical and Aerospace Engineering and Institute of Advanced Aerospace Technology, Seoul National University)
Kee, Chang-Don (Department of Mechanical and Aerospace Engineering and Institute of Advanced Aerospace Technology, Seoul National University)
Park, Kwan-Dong (Department of Geoinformatic Engineering, Inha University)
Seo, Seungwoo (Agency for Defense Development)
So, Hyoungmin (Agency for Defense Development)
Park, Junpyo (Agency for Defense Development)
Publication Information
Journal of Positioning, Navigation, and Timing / v.7, no.4, 2018 , pp. 295-305 More about this Journal
Abstract
Network RTK is a highly practical technology that can provide high positioning accuracy at levels between cm~dm regardless of user location in the network by extending the available range of RTK using reference station network. In particular, unlike other carrier-based positioning techniques such as PPP, users are able to acquire high-accuracy positions within a short initialization time of a few or tens of seconds, which increases its value as a future navigation system. However, corrections must be continuously received to maintain a high level of positioning accuracy, and when a time delay of more than 30 seconds occurs, the accuracy may be reduced to the code-based positioning level of meters. In case of SSR, which is currently in the process of standardization for PPP service, the corrections by each error source are transmitted in different transmission intervals, and the rate of change of each correction is transmitted together to compensate the time delay. Using these features of SSR correction is expected to reduce the performance degradation even if users do not receive the network RTK corrections for more than 30 seconds. In this paper, the simulation data were generated from 5 domestic reference stations in Gunwi, Yeongdoek, Daegu, Gimcheon, and Yecheon, and the network RTK and SSR corrections were generated for the corresponding data and applied to the simulation data from Cheongsong reference station, assumed as the user. As a result of the experiment assuming 30 seconds of missing data, the positioning performance compensating for time delay by SSR was analyzed to be horizontal RMS (about 5 cm) and vertical RMS (about 8 cm), and the 95% error was 8.7 cm horizontal and 1cm vertical. This is a significant amount when compared to the horizontal and vertical RMS of 0.3 cm and 0.6 cm, respectively, for Network RTK without time delay for the same data, but is considerably smaller compared to the 0.5 ~ 1 m accuracy level of DGPS or SBAS. Therefore, maintaining Network RTK mode using SSR rather than switching to code-based DGPS or SBAS mode due to failure to receive the network RTK corrections for 30 seconds is considered to be favorable in terms of maintaining position accuracy and recovering performance by quickly resolving the integer ambiguity when the communication channel is recovered.
Keywords
GNSS; network RTK; SSR; operation time; service coverage;
Citations & Related Records
연도 인용수 순위
  • Reference
1 Kee, C., Kim, J. 2002, Efficient Transmission Technique of Compact RTK Correction Messages for Low-rate RTK Data-link, Proceedings of the 15th International Technical Meeting of ION GPS 2002, Jan 2002, Portland, OR
2 Kee, C., Parkinson, B. W., & Axelrad, P. 1990, Wide Area Differential GPS, Proceedings of the 3rd International Technical Meeting of ION GPS 1990, Colorado Spring, CO, Sep. 1990
3 Kee, C., Yun, H., & Park, B. 2013, Trend of Standardization of the GNSS Augmentation Message, TTA Journal, 147, 95-102
4 Kim, G., Lee, E., Park, B., & Heo, M. 2013, A Method of Verification for Propagation Delay Measurements for GNSS in Land Transportation Environment, The European Navigation Conference, ENC 2013
5 Kim, M. & Park, K.-D. 2017, Development and Positioning Accuracy Assessment of Single-Frequency Precise Point Positioning Algorithms by Combining GPS Code-Pseudorange Measurements with Real-Time SSR Corrections, Sensors, 17, 1-13. https://doi.org/10.3390/s17061347   DOI
6 Kouba, J. & Heroux, P. 2001, Precise Point Positioning using IGS orbit and clock products, GPS Solutions, 5, 12-28. https://doi.org/10.1007/PL00012883   DOI
7 Lee, Y. 2013, Accuracy Analysis of Absolute Positioning by GNSS, Journal of the Korean Society of Civil Engineers, 33, 2601-2610. https://doi.org/10.12652/Ksce.2013.33.6.2601   DOI
8 Lim, C., Park, B., Kim, D., Kee, C., Seo, S., et al. 2017, Study on the Relationship between SSR Message Scheduling and GNSS Residual Error, The Korea Navigation Institute Conference, KONI 2017
9 Misra, P. & Enge, P. 2006, Global Positioning System: Signals, Measurement, and Performance, 2nd ed. (Massachusetts: Ganga-Jamuna Press)
10 Park, B. 2008, A Study on reducing temporal and spatial decorrelation effect in GNSS augmentation system: consideration of the correction message standardization, Ph.D. Theses, Seoul National University
11 RTCA 2006, Minimum Operational Performance Standards for Global Positioning System/Wide Area Augmentation System Airborne Equipment, RTCA DO-229, Rev. D, Dec. 2006
12 IGS Data product, cited 2018 July 30, available from: http://www.igs.org/products
13 Park, B., & Kee, C. 2010, The Compact Network RTK Method: An Effective Solution to Reduce GNSS Temporal and Spatial Decorrelation Error, Journal of Navigation, 63, 343-362. https://doi.org/10.1017/S0373463309990440   DOI
14 Park, B., Song, J., Kee, C., Yang, C., & Tcha, D. 2010, Study on the time-delay compensation of RTK correction message for improvement of continuous position surveying performance under unexpected temporal datalink Loss/cut-off, Journal of Advanced Navigation Technology, 14, 625-631
15 RTCM 10403.3 2016, Differential GNSS (Global Navigation Satellite Systems) Services - Version 3
16 Takac, F. & Zelzer, O. 2008, The Relationship between Network RTK Solutions MAC, VRS, PRS, FKP and i-MAX, Proceedings of ION GNSS, Savannah, Sep. 2008
17 Zumberge, J. F., Heflin, M. B., Jefferson, D. C., & Watkins, M. M. 1997, Precise Point Positioning for the efficient robust analysis of GPS data from large networks, Journal of Geophysical Research, 102, 5005-5017. https://doi.org/10.1029/96JB03860   DOI