2008
DOI: 10.1016/j.pce.2006.11.003
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Comparison of GPS analysis strategies for high-accuracy vertical land motion

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Cited by 13 publications
(14 citation statements)
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References 9 publications
(12 reference statements)
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“…1). The exact details of these analyses can be found in Kierulf et al (2006). Since the results from SRC and UNOTT have been computed, an error was found in the Bernese GPS software, which was described to introduce annual variations (∼1 cm amplitude) in the vertical coordinate component of mid-latitude stations in large regional and global networks (Fridez, 2004).…”
Section: Resultsmentioning
confidence: 99%
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“…1). The exact details of these analyses can be found in Kierulf et al (2006). Since the results from SRC and UNOTT have been computed, an error was found in the Bernese GPS software, which was described to introduce annual variations (∼1 cm amplitude) in the vertical coordinate component of mid-latitude stations in large regional and global networks (Fridez, 2004).…”
Section: Resultsmentioning
confidence: 99%
“…UNOTT unflt this signal is believed to be mainly a consequence of the Bernese 4.2 software error. However, for SRC this signal is thought to be a mixture of the same software error and the reference frame implied by the CGPS processing strategy used by SRC (Kierulf et al, 2006).…”
Section: Resultsmentioning
confidence: 99%
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“…In recent years, GPS is also widely used in civilian applications, such as dynamic parameters measurement of the lands [17][18], marine geodesy and surveying [19]; earth plate monitoring and earth deformation monitoring [20], engineering measurement, aerospace photography mapping, tracking vehicle location, mapping the terrain deformation, and so on [21][22].…”
Section: Introductionmentioning
confidence: 99%