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http://dx.doi.org/10.11003/JPNT.2017.6.4.211

Potential Accuracy of GNSS PPP- and PPK-derived Heights for Ellipsoidally Referenced Hydrographic Surveys: Experimental Assessment and Results  

Yun, Seonghyeon (Department of Eco-friendly offshore plant FEED Engineering, Changwon National University)
Lee, Hungkyu (School of Civil, Environmental and Chemical Engineering, Changwon National University)
Choi, Yunsoo (Department of Geo-information Engineering, University of Seoul)
Ham, Geonwoo (Department of Eco-friendly offshore plant FEED Engineering, Changwon National University)
Publication Information
Journal of Positioning, Navigation, and Timing / v.6, no.4, 2017 , pp. 211-221 More about this Journal
Abstract
Ellipsodially referenced survey (ERS) is considered as one of the challenging issues in the hydrographic surveys due to the fact that the bathymetric data collected by this technique can be readily transformed either to the geodetic or the chart datum by application of some geoscientific models. Global Navigation Satellite Systems (GNSS) is a preferred technique to determine the ellipsoidal height of a vessel reference point (RP) because it provides cost-effective and unprecedentedly accurate positioning solutions. Especially, the GNSS-derived heights include heave and dynamic draft of a vessel, so as for the reduced bathymetric solutions to be potentially free from these corrections. Although over the last few decades, differential GNSS (DGNSS) has been widely adopted in the bathymetric surveys, it only provides limited accuracy of the vertical component. This technical barrier can be effectively overcome by adopting the so-called GNSS carrier phase (CPH) based techniques, enhancing accuracy of the height solution up to few centimeters. From the positioning algorithm standpoint, the CPH-based techniques are categorized under absolute and relative positioning in post-processing mode; the former is precise point positioning (PPP) correcting errors by the global or regional models, the latter is post-processed kinematic positioning (PPK) that uses the differencing technique to common error sources between two receivers. This study has focused on assessment of achievable accuracy of the ellipsoidal heights obtained from these CPH-based techniques with a view to their applications to hydrographic surveys where project area is, especially, few tens to hundreds kilometers away from the shore. Some field trials have been designed and performed so as to collect GNSS observables on static and kinematic mode. In this paper, details of these tests and processed results are presented and discussed.
Keywords
GNSS-PPP; GNSS-PPK; ERS; ellipsoidal height; potential accuracy;
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1 Beutler, G., Bauersima, I., Gurtner, W., Rothacher, M., Schildknecht, T., et al. 1987, Atmospheric refraction and other important biases in GPS carrier phase observations (Sydney, Australia: University of New South Wales)
2 Bomford, G. 1971, Geodesy, 3rd ed. (Oxford, UK: Oxford University Press)
3 Dodd, D., Mehaffey, B., Smith, G., Barbor, K., O'Brien, S., et al. 2009, Chart datum transfer using a GPS tide gauge buoy in Chesapeake Bay, International Hydrographic Review, pp.39-51
4 Dodd, D. & Mills, J. 2012, Ellipsoidally referenced surveys separation model, Proc. of 2012 FIG Working Week, Knowing to manage the territory, protect the environment, evaluate the cultural heritage, 6-10 May 2012, Rome, Italy, Paper No.5704, pp.1-20
5 IHO 2005, Manual on hydrography (Monaco: International Hydrographic Bureau)
6 IHO 2008, IHO standards for hydrographic surveys, 5th ed. (Monaco: International Hydrographic Bureau)
7 Lee, H., Lee, J. O., & Kim, H. 2016, Experimental analysis of kinematic network-based GPS positioning technique for river bathymetric survey, Journal of Positioning, Navigation and Timing, 5, 221-233. https://doi.org/10.11003/JPNT.2016.5.4.221   DOI
8 Lee, H., Lee, Y., & Jung, G. 2010, Ultra-high precision of GPS data processing to monitor crustal deformation in Korea, Proc. of International Symposium on GPS/GNSS 2010 (Tainan, Republic of China: National Cheng Kung University)
9 Leick, A., Rapoport, L., & Tatarnikov, D. 2015, GPS satellite surveying, 4th ed. (Hoboken, New Jersey: John Wiley & Sons). https://doi.org/10.1002/9781119018612
10 Ligteringen, T., Loog, J., & Dorst, L. 2014, GNSS based hydrographic surveying: clear advantages and hidden obstacles, Proc. of European Navigation Conference 2014 (Rotterdam, Netherlands: The Netherlands Institute of Navigation)
11 Mill, J. & Dodd, D. 2014, Ellipsodially referenced surveying for hydrography (Copenhagen, Denmark: International Federation of Surveyors)
12 Weston, N. & Schwieger, V. 2010, Cost effective GNSS positioning techniques, 2nd ed. (Copenhagen, Denmark: International Federation of Surveyors)
13 Rice, G. & Riley, J. 2011, Measuring the water level datum relative to the ellipsoid during hydrographic survey, Proc. of 2011 U.S. Hydrographic Conference (Cheshire, CT: The Hydrographic Society of America)
14 Rizos, C. 1997 Principles and practice of GPS surveying (Sydney, Australia: University of New South Wales)
15 Takasu, T. 2013, RTKLIP v2.4.2 manual (Tokyo, Japan: University of Marine Science and Technology)
16 Waypoint 2016, GrafNav/Net user manual (Calgary, Canada: Novatel)