Efficient Between-Satellite Single-Difference Precise Point Positioning Model
Publication: Journal of Surveying Engineering
Volume 140, Issue 2
Abstract
This paper describes a new model for precise point positioning (PPP), which overcomes the drawbacks of existing PPP models. This model is based on between-satellite single-difference (BSSD), which cancels out the receiver clock error, receiver initial phase bias, and receiver hardware delay. The decoupled clock (DC) corrections, which were provided by Natural Resources Canada (NRCan), were applied to account for code and carrier-phase satellite clock corrections, satellite hardware delay, and satellite initial phase bias. The results from three PPP models (namely, undifferenced-DC, BSSD, and BSSD-DC) were compared with the traditional (i.e., undifferenced) PPP solution. It is shown that the proposed BSSD models improves the PPP convergence time by up to 50% and improves the solution precision by more than 60% in comparison with the traditional PPP model.
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Acknowledgments
This research was supported in part by the GEOIDE Network of Centres of Excellence (Canada) and by the Natural Sciences and Engineering Research Council (NSERC) of Canada. The data sets used in this research were obtained from the IGS website (http://igscb.jpl.nasa.gov/). The tropospheric corrections and mapping function were obtained from the ECMWF website (http://www.ecmwf.int/).
The Geodetic Survey Division of NRCan is acknowledged for providing the source code of the traditional undifferenced GPSPace PPP software. The first author is grateful to Mr. Paul Collins from NRCan for the fruitful discussion about his method for estimating the DCs.
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© 2014 American Society of Civil Engineers.
History
Received: Mar 7, 2013
Accepted: Oct 17, 2013
Published online: Oct 21, 2013
Published in print: May 1, 2014
Discussion open until: Jul 14, 2014
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