Evaluation of GNSS Monument Stability
Paper i proceeding, 2013

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.

Geodetic monitoring

Local-tie monitoring

GNSS monuments

Continuous cartesian connections (CCC)

Fundamental geodetic stations Global geodetic observing system (GGOS)

Co-located space geodetic techniques

Författare

Rüdiger Haas

Chalmers, Rymd- och geovetenskap, Rymdgeodesi och geodynamik

Sten Bergstrand

SP Sveriges Tekniska Forskningsinstitut AB

Wolfgang Lehner

Technische Universität Wien

International Association of Geodesy Symposia

09399585 (ISSN) 21979359 (eISSN)

Vol. 138 45-50
978-364232997-5 (ISBN)

IAG Symposium on Reference Frames for Applications in Geosciences, REFAG 2010
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Fundament

Grundläggande vetenskaper

Infrastruktur

Onsala rymdobservatorium

Ämneskategorier

Geovetenskap och miljövetenskap

DOI

10.1007/978-3-642-32998-2_8

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Senast uppdaterat

2023-10-05