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  5. GPS sensitivity analysis applied to non-permanent deformation control networks
 
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GPS sensitivity analysis applied to non-permanent deformation control networks

Author(s)
Betti, B.  
DIIAR Politecnico di Milano  
Biagi, L.  
Polo di Como Politecnico di Milano  
Crespi, M  
DITS Università La Sapienza Roma  
Riguzzi, F.  
Istituto Nazionale di Geofisica e Vulcanologia (INGV), Sezione ONT, Roma, Italia  
Language
English
Obiettivo Specifico
1.9. TTC - Rete GPS nazionale
Status
Published
JCR Journal
JCR Journal
Peer review journal
Yes
Journal
Journal of Geodesy  
Issue/vol(year)
/73 (1999)
Publisher
Springer-Verlag
Pages (printed)
158-167
Date Issued
1999
URI
https://www.earth-prints.org/handle/2122/4160
Subjects
03. Hydrosphere::03.02. Hydrology::03.02.07. Instruments and techniques  
Subjects

GPS

Sensitivity

Accuracy

Deformation experimen...

Non-permanent array

Abstract
This paper illustrates the surveys and the
results obtained in an experiment whose goal is to
evaluate the Global Positioning System (GPS) sensitivity
and accuracy for deformation control on non-permanent network of di fferent extensions. To this aim a high-precision device was properly built to set up known
displacements along three orthogonal axes of a GPS antenna. One of the antennas in the considered GPS networks was moved according to centimeter and sub-centimeter displacements; after careful GPS data pro-
cessing, it was evaluated whether these simulated deformations were correctly a posteriori detected and at which probability level. This experiment was carried out
both on a local (baselines ranging between 3 and 30 km)and on a regional (baselines ranging between 300 and
600 km) GPS network. The results show that in the local network it is possible to identify the displacements at a level of 10 mm in height and at a level of 5 mm in
horizontal position. The analysis of the regional network showed that it is fundamental to investigate new
strategies to model the troposphere; in fact, it is necessary to improve the precision of the height in order to correctly identify displacements lower than 60±
80 mm; on the contrary, horizontal displacements can
be evidenced at the level of 20 mm.
References
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