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access icon free Approach for GPS precise time transfer using an augmentation information and zero-differenced PPP model

This study proposes an approach for global positioning system (GPS) precise time transfer using the augmentation information and zero-differenced precise point positioning (PPP) models. The augmentation information can be real-time generated by constraining the coordinates of the reference stations, it is the difference between the observed distance and the real distance from the satellite to the receiver after considering the modelling errors. As the augmentation information contains the ionosphere delay, troposphere delay, receiver clock, phase ambiguities, ephemeris residuals and the other un-modelling errors, thus some common errors are eliminated and/or reduced after used the augmentation information, then the zero-differenced PPP model can be used for data solution and precise time transfer service. Two pairs of datasets were used to validate the feasibility and effectiveness of the proposed approach. The results show that the accuracy and stability of time transfer are greatly improved by the new approach, especially for the zero baseline. Compared with the traditional PPP time transfer approach, which relies on the precise ephemeris, the new approach used the augmentation correction which contains the ephemeris residuals, thus it can be operated by both precise ephemeris and broadcast ephemeris, and is hence more effective for real-time operation.

References

    1. 1)
      • 1. Jiang, Z., Lewandowski, W.: ‘Use of GLONASS for UTC time transfer’, Metrologia, 2012, 49, pp. 5761.
    2. 2)
      • 8. Weiss, M., Petit, G., Jiang, Z.: ‘A comparison of GPS common-view time transfer to all-in-view’. Frequency Control Symposium and Exposition, 2005, August 2005, pp. 324328.
    3. 3)
      • 4. Plumb, J.F.: ‘Carrier phase time transfer using the global positioning system’, Ph.D. thesis, University of Colorado, Colorado, 2003.
    4. 4)
      • 3. Larson, K.M., Levine, L.: ‘Carrier-phase time transfer’, IEEE Trans. Ultrason. Ferroelectr. Freq. Control, 1999, 46, (4), pp. 10011012.
    5. 5)
      • 9. Petit, G., Jiang, Z.: ‘GPS all in view time transfer for TAI computation’, Metrologia, 2008, 45, pp. 3545.
    6. 6)
      • 10. Li, X., Ge, M., Jan, D., et al: ‘Real-time precise point positioning regional augmentation for large GPS reference networks’, GPS Solution, 2014, 18, pp. 6171.
    7. 7)
      • 2. Rovera, G.D., Torre, J.-M., Sherwood, R., et al: ‘Link calibration against receiver calibration: an assessment of GPS time transfer uncertainties’, Metrologia, 2014, 51, pp. 476490.
    8. 8)
      • 6. Tu, R., Ge, M., Huang, G., et al: ‘The realization and convergence analysis of combined PPP based on raw observation’, Adv. Space Res., 2013, 52, pp. 211221.
    9. 9)
      • 7. Tu, R., Wang, L., Liu, Z.: ‘Real time monitoring ground motion using GPS with real time corrections’, Survey review, 2016, 48, (347), pp. 7985.
    10. 10)
      • 12. Zhang, Y., Chen, J., Yang, S., et al: ‘Initial assessment of BDS zone correction’. China Satellite Navigation Conf. (CSNC) 2017 Proc.: Volume II, 2017, pp. 271282.
    11. 11)
      • 5. Jiang, Z., Czubla, A., Nawrocki, J., et al: ‘Comparing a GPS time link calibration with an optical fibre self-calibration with 200 ps accuracy’, Metrologia, 2015, 52, (2), pp. 384391.
    12. 12)
      • 11. Chen, J., Zhang, Y., Yang, S., et al: ‘A new approach for satellite based GNSS augmentation system from sub-meter to better than 0.2 meter era’. Pacific PNT 2015, April 2015, pp. 17.
http://iet.metastore.ingenta.com/content/journals/10.1049/iet-rsn.2017.0607
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