Usability of the GPS Precise Point Positioning Technique in Marine Applications

This study investigates the accuracy of an online Precise Point Positioning (PPP) service operated by the Geodetic Survey Division of Natural Resources Canada (NRCan), Canadian Spatial Reference System (CSRS)-PPP, by using single/dual-frequency Global Positioning System (GPS) data collected by dual-frequency geodetic-grade and Original Equipment Manufacturer (OEM) board type single-frequency GPS receivers. In this work, a kinematic test was carried out in Halic Bay (Golden Horn), Istanbul, Turkey, to assess the performance of the PPP method in a dynamic environment. Based on this study, it can be concluded that the coordinates estimated from the online CSRS-PPP service have a potential of about metre-level accuracy by processing single frequency data collected by an OEM receiver and about a decimetre to a few centimetres level accuracy by processing dual frequency data collected by a geodetic-grade receiver. In general, results show that the PPP technique has become a significant alternative to the conventional relative (differential) positioning techniques (i.e., Differential GPS (DGPS), Real-time Kinematic (RTK) ). The technique does not suffer from the drawbacks of the DGPS technique and has potential to provide the same position accuracy without the requirement for a reference station. Consequently, it has been concluded that the PPP technique may be effectively used in marine applications due to its ease of use and provision of high accuracy, as well as being able to offer reduced field operational costs.

[1]  Xingxing Li,et al.  Improving the Estimation of Uncalibrated Fractional Phase Offsets for PPP Ambiguity Resolution , 2012 .

[2]  A. El-Rabbany Introduction to GPS: The Global Positioning System , 2002 .

[3]  F. N. Teferle,et al.  Kinematic precise point positioning at remote marine platforms , 2010 .

[4]  D Silcock,et al.  Feasibility of using regional ionosphere maps in single frequency precise point positioning: a case study in Australia , 2008 .

[5]  M. H. Saka,et al.  A Performance Analysis of Low-Cost GPS Receivers in Kinematic Applications , 2009, Journal of Navigation.

[6]  Erik Masella,et al.  The RT-STAR: Features and Performance of a Low-Cost RTK OEM Sensor , 1997 .

[7]  Yang Gao,et al.  A NEW METHOD FOR CARRIER-PHASE–BASED PRECISE POINT POSITIONING , 2002 .

[8]  J. Zumberge,et al.  Precise point positioning for the efficient and robust analysis of GPS data from large networks , 1997 .

[9]  Chris Rizos,et al.  Performance Analysis of a Single-Frequency, Low-Cost GPS Surveying System , 1998 .

[10]  Muneo Hori,et al.  Development of an Accurate Positioning System Using Low-Cost L1 GPS Receivers , 2006, Comput. Aided Civ. Infrastructure Eng..

[11]  J. Kouba A GUIDE TO USING INTERNATIONAL GNSS SERVICE (IGS) PRODUCTS , 2003 .

[12]  Alan Dodson,et al.  Bridge Monitoring With Garmin Handheld Receivers , 2004 .

[13]  Terry Moore,et al.  CARRIER PHASE SURVEYING WITH GARMIN HANDHELD GPS RECEIVERS , 2000 .

[14]  Pierre Héroux,et al.  Precise Point Positioning Using IGS Orbit and Clock Products , 2001, GPS Solutions.

[15]  Sunil Bisnath,et al.  Current State of Precise Point Positioning and Future Prospects and Limitations , 2009 .

[16]  E. Masella,et al.  Achieving 20cm Positioning Accuracy in Real Time Using GPS - the Global Positioning System , 1999 .

[17]  Christian Tiberius,et al.  Real-time single-frequency precise point positioning: accuracy assessment , 2012, GPS Solutions.

[18]  Stefan Söderholm GPS L1 Carrier Phase Double Difference Solution Using Low Cost Receivers , 2005 .