Evaluation of GPS Data Processing for Platform Network Simulation using Commercial Software
Measurement of remote location using GPS is categorized as a long baseline data due to long distance of GPS receiver to the reference station. Processing of long baseline data requires special processing technique to eliminate certain errors and resolve any processing ambiguity. This processing...
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| Main Authors: | , |
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| Format: | Conference or Workshop Item PeerReviewed |
| Language: | English |
| Published: |
2008
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| Subjects: | |
| Online Access: | https://repository.ugm.ac.id/276027/1/_SNP29.pdf https://repository.ugm.ac.id/276027/ |
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| Institution: | Universitas Gadjah Mada |
| Language: | English |
| Summary: | Measurement of remote location using GPS is
categorized as a long baseline data due to long distance
of GPS receiver to the reference station. Processing of
long baseline data requires special processing technique
to eliminate certain errors and resolve any processing
ambiguity. This processing technique may not be within
the capability of most commercial software available in
the market. Hence this paper presents the processing of
long baseline GPS data (synonym with GPS offshore
platform data) using four renowned commercial GPS
processing softwares in order to assess their capability to
perform the above task. This work is based in simulated
deformation of an offshore platform at Universiti
Teknologi Petronas (UTP) with reference to far away
IGS data. The result revealed that the commercial
softwares are capable of processing short baselines up to
around 36 km only with accuracy not more than 10 mm.
Since offshore platform is typically around 150 km
offshore it is obvious that their GPS data processing for
the purpose of deformation and subsidence monitoring
could not be done using commercial softwares. |
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