Hostname: page-component-586b7cd67f-dsjbd Total loading time: 0 Render date: 2024-11-24T22:46:58.169Z Has data issue: false hasContentIssue false
  • English
  • Français

Determining the Coordinates of Control Points in Hydrographic Surveying by the Precise Point Positioning Method

Published online by Cambridge University Press:  24 May 2017

Burak Akpınar  and
Nedim Onur Aykut
Burak Akpınar*
Affiliation:
(Yildiz Technical University, Department of Geomatic Engineering, Esenler, Istanbul, Turkey)
Nedim Onur Aykut
Affiliation:
(Yildiz Technical University, Department of Geomatic Engineering, Esenler, Istanbul, Turkey)
*
(E-mail: [email protected])
Get access Rights & Permissions [Opens in a new window]

Abstract

After Global Navigation Satellite Systems (GNSS) were first used in the field of hydrography in 1980, developments in hydrographic surveying accelerated. Survey precision in hydrography has been improved for both horizontal and vertical positioning and seafloor acoustic measurement by means of these new developments. Differential Global Positioning System (DGPS), Real Time Kinematic (RTK) and Network RTK (NRTK) techniques are the satellite-based positioning techniques that are commonly used in shallow water surveys and shoreline measurements. In line with these developments, the newer Precise Point Positioning (PPP) has been introduced. Combining precise satellite positions and clocks with dual-frequency GNSS data, PPP can provide position solutions from the centimetre to decimetre level. In this study, the coordinates of control points were determined by using the Post-Process PPP (PP-PPP) technique. Seven test points, which are the points of the Continuously Operating Reference Station - Turkey (CORS-TR) network, are selected near the shorelines within Turkey. The 24-hour data was split from one to six hours by one hour periods. Automatic Point Positioning Service (APPS) was selected to process the data. The poisoning error of the test points were given and compared with International Hydrographic Organization (IHO) S44 hydrographic survey standards.

Keywords

Precise point positioningHydrographic surveyingControl point coordinatesGNSS
Type
Research Article
Information
The Journal of Navigation , Volume 70 , Issue 6 , November 2017 , pp. 1241 - 1252
Copyright
Copyright © The Royal Institute of Navigation 2017 

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

REFERENCES

Alçay, S., Yiğit, C.Ö. and Ceylan, A., (2013).Comparison of the CSRS-PPP, MagicGNSS and APPS Web Based Software Static PPP modules (In Turkish). Electronic Journal of Mapping Technologies, 5(1), 1–12.Google Scholar
Anquela, A.B., Martin, A., Berné, J.L. and Padín, J. (2013). GPS and GLONASS Static and Kinematic PPP Results. Journal of Surveying Engineering, 139(1), 47–58.Google Scholar
Chen, K. and Gao, Y. (2005). Real-Time Precise Point Positioning Using Single Frequency Data. 18th International Technical Meeting, ION GNSS-05, September 13–16, 2005.Google Scholar
El-Diasty, M. (2016), Development of Real-Time PPP-Based GPS/INS Integration System Using IGS Real-Time Service for Hydrographic Surveys. Journal of Surveying Engineering, 142(2), 1–8. ASCE, ISSN 0733–9453, doi: 10.1061/(ASCE)SU.1943-5428.0000150.Google Scholar
Eren, K., Uzel, T., Gülal, E., Yıldırım, Ö. and Cingöz, A. (2009). Results from a Comprehensive Global Navigation Satellite System Test in the CORS-TR Network: Case Study. Journal of Surveying Engineering, 135(1), 10–18, © ASCE / February 2009.Google Scholar
Gao, Y., Zhang, Y., and Chen, K. (2006), Development of a Real-Time Single-Frequency Precise Point Positioning System and Test Results. ION GNSS 19th International Technical Meeting of the Satellite Division, 26-29 September 2006, Fort Worth, TX., 2297–2303.Google Scholar
Geng, J., Teferle, F.N., Shi, C., Meng, X., Dodson, A.E. and Liu, J. (2009), Ambiguity resolution in precise point positioning with hourly data. GPS Solutions, 13(4), 263–270.Google Scholar
Gülal, E., Erdoğan, H., Tiryakioğlu, İ. (2013), Research on the stability analysis of GNSS reference stations network by time series analysis. Digital Signal Processing, 23, 1945–1957.Google Scholar
Huber, K., Heuberger, F., Abart, C., Karabatic, A., Weber, R. and Berglez, P. (2010). PPP: Precise Point Positioning – Constraints and Opportunities. FIG Congress 2010, Facing the Challenges – Building the Capacity, Sydney, Australia.Google Scholar
International Hydrographic Organization (IHO). (1998). IHO standards for hydrographic survey. 4th Ed., Special Publication No.44, International Hydrographic Bureau, Monaco.Google Scholar
International Hydrographic Organization (IHO). (2008). IHO standards for hydrographic surveys. 5th Ed., Special Publication No.44, International Hydrographic Bureau, Monaco.Google Scholar
Kouba, J, and Héroux, P. (2001), Precise point positioning using IGS orbit and clock products. GPS Solutions, 5(2), 12–28.Google Scholar
Kouba, J. (2009). A Guide to Using International GNSS Service (IGS) Products. IGS Central Bureau, (ftp://igscb.jpl.nasa.gov/pub/resource/pubs/UsingIGSProductsVer21.pdf), May 2009.Google Scholar
Langley, R. (1998). RTK GPS. GPS World, September, 70–76.Google Scholar
Mills, G.B. (1998), International Hydrographic Survey Standards. International Hydrographic Review, LXXV(2), 79–85.Google Scholar
Mohammed, J., Moore, T., Hill, C., Bingley, R.M. and Hansen, D.N. (2016). An assessment of static precise point positioning using GPS only, GLONASS only, and GPS plus GLONASS. Elsevier Measurement, 88, 121–130.Google Scholar
Özdemir, S., (2016), On the Estimation of Precise Coordinates and Velocities of TNPGN and TNPGN-Active Stations (In Turkish). Journal of Mapping, 155, 53–81.Google Scholar
Rizos, C., Han, S., 2003. Reference Station Network Based RTK Systems – Concepts and Progress. Wuhan University Journal of Nature Sciences, 8(2B), 566–574.Google Scholar
Rizos, C., Janssen, V., Roberts, C. and Grinter, T. (2012), Precise Point Positioning: Is the Era of Differential GNSS Positioning Drawing to an End? FIG Working Week 2012, Knowing to manage the territory, protect the environment, evaluate the cultural heritage, Rome, Italy, 6–10 May 2012.Google Scholar
Saka, H. and Alkan, R.M. (2014). Decimeter-level positioning in dynamic applications with a single GPS receiver. Acta Geodaetica et Geophysica, 49(4), 517–525.Google Scholar
Van Bree, R.J.P. and Tiberius, C.J.M. (2012). Real-time single-frequency precise point positioning: accuracy assessment. GPS Solutions, 16(2), 259–266, doi:10.1007/s10291-011-0228-6. Wuhan University Journal of Natural Sciences. 8(2), 566–574.Google Scholar
Yiğit, C.O., Gikas, V., Alcay, S., and Ceylan, A. (2014). Performance evaluation of short to long term GPS, GLONASS and GPS/GLONASS post-processed PPP. Survey Review, 46(336), 155–166.Google Scholar
Yiğit, C.Ö., (2014). Experimental assessment of post-processed kinematic Precise Point Positioning method for structural health monitoring. Geomatics, Natural Hazards and Risk, 7(1), 360–383.Google Scholar
Zumberge, J.F., Heflin, M.B., Jefferson, D.C., Watkins, M.M. and Webb, F.H. (1997). Precise point positioning for the efficient and robust analysis of GPS data from large networks. Journal of Geophysical Research, 102, 5005–5017.Google Scholar