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Geodetic Reference Frames: 40 Years of Technological Progress and of International Cooperation: 1970–2010 Read chapter Read first chapter

2013 | OriginalPaper | Chapter

8. Evaluation of GNSS Monument Stability

Authors : R. Haas, S. Bergstrand, W. Lehner

Published in: Reference Frames for Applications in Geosciences

Publisher: Springer Berlin Heidelberg

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Abstract

We report on an evaluation of the stability of four different GNSS monuments that was conducted in the summer of 2010. The monuments were monitored by forward intersections using a survey system consisting of two robotic total stations and a set of retro reflecting prisms. The system was operated for almost 3 months, performing observations in two faces with a repetition cycle of 5min. Movements in excess of 6 mm were detected. The results show clear evidence that the detected deformations are related to variations in temperature and solar radiation and can be suppressed by simple shielding of the monument. Furthermore, our project is a step towards the realization of continuous cartesian connections at geodetic fundamental stations.

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previous chapter Alternative Definitions of the Terrestrial Reference System and Its Realization in Reference Frames
next chapter Comparison of Realizations of the Terrestrial Reference Frame
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Metadata
Title
Evaluation of GNSS Monument Stability
Authors
R. Haas
S. Bergstrand
W. Lehner
Copyright Year
2013
Publisher
Springer Berlin Heidelberg
Book
Reference Frames for Applications in Geosciences

Print ISBN: 978-3-642-32997-5

Electronic ISBN: 978-3-642-32998-2

Copyright Year: 2013

DOI
https://doi.org/10.1007/978-3-642-32998-2_8