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Assessment study of Static-PPP convergence behaviour using GPS, GLONASS and mixed GPS/GLONASS observations

Autorzy
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Precise Point Positioning (PPP) has been used for the last decade as a cost-effective alternative for the ordinary DGPS-Differential GPS with an estimated precision sufficient for many applications. PPP requires handling different types of errors using proper models. PPP precision varies with the use of observations from different satellite systems (GPS, GLONASS and mixed GPS/GLONASS) and the duration of observations. This research presents an evaluation study for the variability of Static-PPP precision based on different observation types (GPS, GLONASS and mixed observations) and observation duration. It can be concluded that Static-PPP solution using mixed observations is offering similar accuracy as the one using GPS-only observations and saving 15 minutes observation time. For 30 minutes of observation duration, mixed observations offers improvement percentages of 14%, 26% and 25% for latitude, longitude and height respectively.
Słowa kluczowe
Rocznik
Strony
55--61
Opis fizyczny
Bibliogr. 13 poz., tab., wykr.
Twórcy
autor
  • College of Engineering, Aswan University, Aswan, Egypt
Bibliografia
  • Abdel salam (2005). Precise Point Positioning Using Un-Differenced Code and Carrier Phase Observations. Ph.D thesis, University of Calgary, Canada.
  • Bisnath S., Gao Y. (2008). Current State of Precise Point Positioning and Future Prospects and Limitations. International Association of Geodesy Symposia, Vol. 133 pp. 615-623, 2008.
  • Changsheng Cai (2009). Precise Point Positioning Using Dual-Frequency GPS and GLONASS Measurements. M.Sc. thesis, University of Calgary, Canada.
  • CSRS-PPP (2013). Canadian Spatial Reference System (CSRS) Precise Point Positioning (PPP) service. http://www.geod.nrcan.gc.ca/products-produits/ppp_e.php. Accessed (10/5/2013).
  • GPS-SPS (2008). GPS standard positioning service (SPS) specifications. http://www.gps.gov/technical/ ps/2008-SPS-performance-standard.pdf. Accessed (13/5/2013).
  • IGS (2013). International GNSS Service (IGS) station log. ftp://igs.org/pub/station/log/barh_20130805.log. Accessed (10/5/2013).
  • Katrin Huber and Florian Heuberger ( 2010). PPP: Precise Point Positioning - Constraints and Opportunities. FIG Congress 2010 (Facing the Challenges - Building the Capacity) Sydney, Australia, 1116 April 2010.
  • PPP (2013). CSRS-PPP user guide. http://www.geod.nrcan.gc.ca/userguide/pdf/howtouse.pdf. Accessed (15/4/2013).
  • Russell David (2010). Improving Accuracy and Redundancy with GPS and GLONASS PPP. DYNAMIC POSITIONING CONFERENCE. October 12-13, 2010.
  • TEQC (2013). TEQC-UNAVCO tutorial. http://facility.unavco.org/software/teqc/doc/UNAVCO_Teqc_Tutorial.pdf. Accessed (5/5/2013).
  • Topcon GR-3 (2013). Topcon Positioning Systems ( GR-3). http://www.topconpositioning.com/legacy/gr-3. Accessed (20/4/2013).
  • Yves Mireault, Pierre Tétreault, François Lahaye, Pierre Héroux, and Jan Kouba (2008). online Precise Point Positioning: A New, Timely Service from Natural Resources Canada. GPS world magazine, September 2008.
  • Zumberge, J. F., M. B. Heflin, D. C. Jefferson, M. M. Watkins, and F. H. Webb (1997): Precise Point Processing for the Efficient and Robust Analysis of GPS Data from Large Networks, J. Geophys. Res., 102(B3), 5005-5017.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-d158ff8e-d04d-4517-a94c-0e845b4773ac
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