Technical Papers
Aug 11, 2012

New Network RTK Based on Transparent Reference Selection in Absolute Positioning Mode

Publication: Journal of Surveying Engineering
Volume 139, Issue 1

Abstract

In this paper, the network real-time kinematic (NRTK) positioning method based on undifferenced (UD) observation corrections (abbreviated as URTK) are described, in which instantaneous ambiguity resolution can be carried out within rover’s precise point positioning (PPP) software, thus achieving position solutions equivalent to NRTK. The URTK method transforms the fixed double-differenced (DD) ambiguities of the reference network into UD ambiguities. With the transformed ambiguities, the residuals of the UD observation are used for interpolating the corrections at the user side. This approach breaks down the connections between the stations and satellites of the DD corrections in the current NRTK methods, such that corrections can be broadcast by the base station and automatically selected and optimized by a rover during the real-time kinematic (RTK) processing when the rover is transitioning into a more favorable subnetwork configuration, thus avoiding ambiguity reinitialization as a result of the change of reference. More importantly, this proposed approach provides a seamless integration of regional NRTK (PPP with regional augmentation) and global PPP-assisted kinematic surveying, which should be very useful for a wide range of applications. The key for realizing the improvements over standard NRTK is the development of a logical scheme that has the capability of rapid fixing of the single-differenced ionosphere-free ambiguity of the rover. Case studies at sea and on land demonstrate the advantages of this approach in terms of improvement in positioning accuracy, elimination of subsequent ambiguity reinitialization, and wider applications in the future.

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Acknowledgments

The authors would like to thank Dr. Emily Sirotta and the other three reviewers for their valuable comments and suggestions that have greatly improved this paper. This work was supported by the Open Foundation of State Key Laboratory of Information Engineering in Surveying, Mapping and Remote Sensing, Wuhan University (Grant No. 11P01), the National Natural Science Foundation of China (Grant No. 41004014), the China Postdoctoral Science Foundation (Grant No. 20110491191), and the 111 Project (Grant No. B07037).

References

Agrotis, L., San, P. A., Dow, J., Zandbergen, R., Svehla, D., and Ballereau, A. (2010). “ESOC’s RETINA system and the generation of the IGS RT combination.” Proc., IGS Workshop, Newcastle Upon Tyne, U.K.
Chen, H., Rizos, C., and Han, S. W. (2004). “An instantaneous ambiguity resolution procedure suitable for medium-scale GPS reference station networks.” Surv. Rev., 37(291), 396–410.
Collins, P., Bisnath, S., Lahaye, F., and Heroux, P. (2010). “Undifferenced GPS ambiguity resolution using the decoupled clock model and ambiguity datum fixing.” Navigation, 57(2), 123–135.
Dai, L., Wang, J., Rizos, C., and Han, S. (2003). “Predicting atmospheric biases for real-time ambiguity resolution in GPS/GLONASS reference station networks.” J. Geodesy, 76(11–12), 617–628.
Dodson, A. H., Shardlow, P. J., Hubbard, L. C. M., Elgered, G., and Jarlemark, P. O. J. (1996). “Wet tropospheric effects on precise relative GPS height determination.” J. Geodesy., 70(4), 188–202.
Dong, D. N., and Bock, Y. (1989). “Global positioning system network analysis with phase ambiguity resolution applied to crustal deformation studies in California.” J. Geophys. Res., 94(B4), 3949–3966.
Euler, H. J., and Schaffrin, B. (1990). “On a measure of the discernibility between different ambiguity solutions in the static-kinematic GPS mode.” Proc., IAG Symp. on Kinematic Systems in Geodesy, Surveying and Remote Sensing, K. P. Schwarz and G. Lachapelle, eds., Vol. 107,Springer, NY, 285–295.
Fang, P., Gendt, G., Springer, T., and Mannucci, T. (2001). “IGS near real-time products and their applications.” GPS Solutions, 4(4), 2–8.
Gao, Y., and Chen, K. (2004). “Performance analysis of precise point positioning using rea-time orbit and clock products.” J. Global Positioning Syst., 3(1–2), 95–100.
Gao, Y., Li, Z., and McLellan, J. F. (1997). “Carrier phase based regional area differential GPS for decimeter-level positioning and navigation.” Proc., 10th Int. Technical Meeting of the Satellite Division of the U.S. Institute of Navigation, Manassas, VA, 1305–1313.
Ge, M. R., Gendt, G., Rothacher, M., Shi, C., and Liu, J. N. (2008). “Resolution of GPS carrier-phase ambiguities in precise point positioning (PPP) with daily observations.” J. Geodesy, 82(7), 389–399.
Ge, M. R., Zou, X., Dick, G., Jiang, W. P., Wickert, J., and Liu, J. N. (2010). “An alternative Network RTK approach based on undifferenced observation corrections.” Proc., ION GNSS.
Geng, J. H., Teferle, F. N., Shi, C., Meng, X., Dodson, A. H., and Liu, J. N. (2009). “Ambiguity resolution in precise point positioning with hourly data.” GPS Solutions, 13(4), 263–270.
Han, S. (1997). “Carrier phase-based long-range GPS kinematic positioning.” Ph.D. thesis, School of Geomatic Engineering, Univ. of New South Wales, Sydney, Australia.
Henkel, P. (2012). “Bootstrapping with multi-frequency mixed code carrier linear combinations and partial integer decorrelation in the presence of biases.” Proc., Int. Association of Geodesy Symposia, 136(6), 925–933.
Herring, T. A., King, R. W., and McClusky, S. C. (2006). GAMIT reference manual, GPS analysis at MIT, release 10.3, Massachusetts Institute of Technology, Cambridge, MA.
Jiang, W.-P., E, D.-C., Zhan, B.-W., and Liu, Y.-W. (2009). “New model of Antarctic plate motion and its analysis.” Chin. J. Geophys., 52(1), 41–49.
Jin, S. G., Wang, J., and Park, P. (2005). “An improvement of GPS height estimates: Stochastic modeling.” Earth Planets Space, 57(4), 253–259.
Laurichesse, D., Mercier, F., Berthias, J. P., Broca, P., and Cerri, L. (2009). “Integer ambiguity resolution undifferenced GPS phase measurements and its application to PPP and satellite precise orbit determination.” Navigation, 56(2), 135–149.
Liu, J. N., and Ge, M. R. (2003). “PANDA software and its preliminary result of positioning and orbit determination.” Wuhan Univ. J. Natural Sci., 8(2), 603–609.
Raquet, J., Lachapelle, G., and Fortes, L. (1998). “Use of a covariance analysis technique for predicting performance of regional area differential code and carrier-phase networks.” Proc., 11th Int. Technical Meeting of the Satellite Division of the U.S. Institute of Navigation, Nashville, TN1345–1354.
Rizos, C., and Han, S. (2003). “Reference station network based RTK systems—Concepts and progress.” Wuhan Univ. J. Natural Sci., 8(2), 566–574.
Rocken C., Johnson, J. M., Braun, J. J., Kawawa, H., Hatanaka, Y., and Imakiire, T. (2000). “Improving GPS surveying with modeled ionospheric corrections.” Geophys. Res. Lett., 27(23), 3821–3824.
Shi, C. (1995). “Large scale GPS network adjustment and analysis theory and its application.” Ph.D. thesis, Wuhan Univ., Wuhan, China (in Chinese).
Shi, C., Zhao, Q. L., Geng, J. H., Lou, Y. D., Ge, M. R., and Liu, J. N. (2008). “Recent development of PANDA software in GNSS data processing.” Proc. SPIE, Vol. 7285, 72851S.
Sibson, R. (1978). “Locally equiangular triangulations.” Comput. J., 21(3), 243–245.
Sun, H., Cannon, M. E., and Melgard, T. E. (1999). “Real-time GPS reference network carrier phase ambiguity resolution.” Proc., U.S. Institute of Navigation National Technical Meeting, San Diego, 193–199.
Tang, W. M., Meng, X. L., Shi, C., and Liu, J. N. (2010). “Assessment of a long range reference station ambiguity resolution algorithm for network RTK GPS positioning.” Surv. Rev., 42(316), 132–145.
Teunissen, P. J. G. (1995). “The least-squares ambiguity decorrelation adjustment: A method for fast GPS integer ambiguity estimation.” J. Geodesy, 70(1-2), 65–82.
Teunissen, P. J. G., Odijk, D., and Zhang, B. (2010). “PPP-RTK: Results of CORS network-based PPP with integer ambiguity resolution.” J. Aeronaut., Astronaut. Aviat., Ser. A, 42(4), 223–230.
Wu, J. T. (1994). “Weighted differential GPS method for reducing ephemeris error.” Manuscr. Geod., 20, 1–7.
Wübbena, G., Schmitz, M., and Bagge, A. (2005). “PPP-RTK: Precise point positioning using state-space representation in RTK networks.” Proc., ION GNSS, 2584–2594.

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Go to Journal of Surveying Engineering
Journal of Surveying Engineering
Volume 139Issue 1February 2013
Pages: 11 - 18

History

Received: Sep 20, 2011
Accepted: Jun 5, 2012
Published online: Aug 11, 2012
Published in print: Feb 1, 2013

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Authors

Affiliations

Xuan Zou
Assistant Researcher, GNSS Research Center, Wuhan Univ., 129 Luoyu Rd., Wuhan 430079, People’s Republic of China.
Wei-Ming Tang [email protected]
Professor, GNSS Research Center, Wuhan Univ., 129 Luoyu Rd., Wuhan 430079, People’s Republic of China (corresponding author). E-mail: [email protected]
Mao-Rong Ge
Senior Scientist, Helmholz Centre Potsdam, German Research Centre for Geosciences (GFZ), Telegrafenberg, 14473 Potsdam, Germany.
Jing-Nan Liu
Professor, GNSS Research Center, Wuhan Univ., 129 Luoyu Rd., Wuhan 430079, People’s Republic of China.
Heng Cai
Freelancer, Yuanlai Culture Communication Co., Ltd., A1 Building, 7th floor, No. 258 Tianlige, North Garden, Hunagpu Rd., Jiang’an District, Wuhan 430019, People’s Republic of China.

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