First results from Virtual Reference Station (VRS) and Precise Point Positioning (PPP) GPS research at the Western Australian Centre for Geodesy

N. Castleden, G.R. Hu, D.A. Abbey, D. Weihing, O. ?vstedal, C.J. Earls, W.E. Featherstone

AAMHatch Pty Ltd, 23 Hamilton Street, Subiaco, WA 6008, Australia.
Department of Mathematical Sciences and Technology, Agricultural University of Norway, P.O. Box 5003, N-1432 ?s, Norway.
Geodetic Institute, University of Karlsruhe, Englerstr.7, D-76128 Karlsruhe, Germany.
Western Australian Centre for Geodesy, Curtin University of Technology, GPO Box U1987, Perth WA 6845, Australia.

DOI:                 

Abstract

Over the past 18 months, a team in the Western Australian Centre for Geodesy at Curtin University of Technology, Perth, has been researching the optimum configurations to achieve long-range and precise GPSbased aircraft positioning for subsequent airborne mapping projects. Three parallel strategies have been adopted to solve this problem: virtual reference stations (VRS), precise point positioning (PPP), and multiple reference stations (MRS). This paper briefly summarises the concepts behind the PPP and VRS techniques, describes the development and testing of in-house software, and presents the latest experimental results of our research. Current comparisons of the PPP and VRS techniques with an independently well-controlled aircraft trajectory and ground-based stations in Norway show that each deliver precisions of around 3 cm. However, the implementation of more sophisticated error modeling strategies in the MRS approach is expected to better deliver our project’s objectives.

Keywords

GPS, kinematic positioning, VRS, PPP

Conflicts of Interest

The authors declare no conflicts of interest.

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