dc.contributor.author | Hastaoglu, K. O. | |
dc.contributor.author | Sanli, D. U. | |
dc.date.accessioned | 2019-07-27T12:10:23Z | |
dc.date.accessioned | 2019-07-28T10:05:24Z | |
dc.date.available | 2019-07-27T12:10:23Z | |
dc.date.available | 2019-07-28T10:05:24Z | |
dc.date.issued | 2011 | |
dc.identifier.issn | 0039-6265 | |
dc.identifier.uri | https://dx.doi.org/10.1179/003962611X12894696205145 | |
dc.identifier.uri | https://hdl.handle.net/20.500.12418/9508 | |
dc.description | WOS: 000293056300002 | en_US |
dc.description.abstract | To date, the accuracy of static GPS positioning has been documented well. However, we have not yet encountered detailed evaluations for Rapid Static GPS. Considering this fact, in this paper the accuracy of Rapid Static GPS was investigated. BERNESE 5.0 was used to process the GPS data. GPS data was obtained from the archives of Scripps Orbit and Permanent Array Center (SOFA C). The results indicate that the accuracy of Rapid Static GPS depends on the inter-station height difference. As known from previous studies, a large inter-station height difference has a significant effect on GPS positioning accuracy, and this study modelled the effect with error equations. Empirical formulae are derived based on previously developed least squares (LS) functional models to predict the accuracy of GPS Rapid Static Positioning, and then an attempt is made to predict GPS baseline errors for the Koyulhisar landslide, in Central Turkey. The RMS of the solutions agrees with the predicted accuracy values at around the 1 cm level. | en_US |
dc.description.sponsorship | Cumhuriyet University [M-330]; Yildiz Technical University; [2006K-120220] | en_US |
dc.description.sponsorship | BERNESE 5.0 was provided for GPS data processing by TUBITAK MAM under a contract through a State Planning Organization project with the grant 2006K-120220. Cumhuriyet University funds Koyulhisar Landslide Project with the Grant M-330 and Kemal Hastaoglu's studentship in Yildiz Technical University. Google Earth was used to draw the map of Koyulhisar landslide and SOPAC data for the GPS experiment. UNAVCO provides the software TEQC for the quality analysis of GPS data files. Finally the authors would like to thank to the two anonymous reviewers for their useful comments. | en_US |
dc.language.iso | eng | en_US |
dc.publisher | MANEY PUBLISHING | en_US |
dc.relation.isversionof | 10.1179/003962611X12894696205145 | en_US |
dc.rights | info:eu-repo/semantics/closedAccess | en_US |
dc.subject | Rapid static GPS | en_US |
dc.subject | GPS baseline accuracy | en_US |
dc.subject | GPS positional time dependency accuracy | en_US |
dc.title | ACCURACY OF GPS RAPID STATIC POSITIONING: APPLICATION TO KOYULHISAR LANDSLIDE, CENTRAL TURKEY | en_US |
dc.type | article | en_US |
dc.relation.journal | SURVEY REVIEW | en_US |
dc.contributor.department | [Sanli, D. U.] Bogazici Univ, Kandilli Observ, Geodesy Dept, Istanbul, Turkey -- [Sanli, D. U.] Bogazici Univ, Earthquake Res Inst, Istanbul, Turkey -- [Hastaoglu, K. O.] Cumhuriyet Univ, Dept Geodesy & Photogrammetry Engn, Sivas, Turkey | en_US |
dc.identifier.volume | 43 | en_US |
dc.identifier.issue | 321 | en_US |
dc.identifier.endpage | 240 | en_US |
dc.identifier.startpage | 226 | en_US |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |