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Journal of Applied Geodesy

Editor-in-Chief: Kahmen, Heribert / Rizos, Chris


CiteScore 2018: 1.61

SCImago Journal Rank (SJR) 2018: 0.532
Source Normalized Impact per Paper (SNIP) 2018: 1.064

Online
ISSN
1862-9024
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Volume 2, Issue 1

Issues

Reference frames for GNSS positioning services: Some problems and proposed solutions

B. Benciolini / L. Biagi / M. Crespi / A. M. Manzino / M. Roggero
Published Online: 2008-06-27 | DOI: https://doi.org/10.1515/JAG.2008.006

Abstract

Positioning services based on GNSS Permanent Networks (PNs) disseminate the reference frame to users; hence the networks must be adjusted by constraining the ITRF coordinates of some permanent stations (PS), with the satellite orbits and clocks constrained to the values published by the International GNSS Service (IGS). Furthermore, the positioning service provider must use analysis methods, conventions and practices fully consistent with IGS standards. In this framework some problems arise.

A first one is that long term solutions for the IGS PS coordinates are not always fully consistent with weekly IGS products, requiring an appropriate use of IGS PS weekly solutions. Moreover, the consistence of the reference frame implied by different positioning services must be checked, to avoid discontinuities between neighbouring networks. Clearly, in order to monitor the PS coordinates, the adjustment of a network needs to be performed on a quasi real time continuous (daily or weekly) basis. However, from a practical point of view, a continuous update of the PS coordinates is neither appropriate nor possible and alternative proposals will be presented. Finally, most users of real-time positioning services need coordinates in another reference frame, perhaps a local one or the national one. In this case the real-time service provider must distribute the transformation between the broadcasted frame and the user required reference frame.

In this work some possible solutions of the aforementioned problems are presented, based on experiences obtained during data processing and adjustments of the Piemonte and Lombardia (Northern Italy) networks.

Keywords.: GNSS positioning services; reference frames; network adjustment and monitoring

About the article

Author information: B. Benciolini, Dipartimento di Ingegneria Civile e Ambientale, Università di Trento, Via Mesiano 77, 38100 Trento, Italy

L. Biagi, DIIAR – Politecnico di Milano, c/o Polo Regionale di Como, Via Valleggio 11, 22100 Como, Italy

M. Crespi, DITS – Area di Geodesia e Geomatica, Sapienza Università di Roma, Via Eudossiana 18, 00184 Roma, Italy. E-mail:

A. M. Manzino, DITAG – Politecnico di Torino, II Facoltà Piazza S. Eusebio 5, 13100 Vercelli, Italy

M. Roggero, DITAG – Politecnico di Torino, II Facoltà Piazza S. Eusebio 5, 13100 Vercelli, Italy


Received: 2007-06-04

Accepted: 2007-08-10

Published Online: 2008-06-27

Published in Print: 2008-04-01


Citation Information: Journal of Applied Geodesy, Volume 2, Issue 1, Pages 53–62, ISSN (Online) 1862-9024, ISSN (Print) 1862-9016, DOI: https://doi.org/10.1515/JAG.2008.006.

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