Statistical analysis of accuracy and precision of GNSS receivers used in network RTK

dc.contributor.authorInal, Cevat
dc.contributor.authorBulbul, Sercan
dc.contributor.authorBilgen, Burhaneddin
dc.date.accessioned2020-03-26T19:55:44Z
dc.date.available2020-03-26T19:55:44Z
dc.date.issued2018
dc.departmentSelçuk Üniversitesien_US
dc.description.abstractIt is important to make accurate and precise measurements in surveying applications. The concepts of accuracy and precision are not synonymous, even though they are commonly used in place of each other. Nowadays, real-time kinematic (RTK) method is widely used at surveying. As the RTK method can be done depending on a reference station, in countries which establish Continuously Operating Reference Stations (CORS) Network, method known as Network-RTK (N-RTK) can be done depending on the CORS Network. Continuously Operating Reference Stations-Turkey Network (CORS-TR), which consists of 146 reference stations that allow positioning both real time and post-process, was established in 2009. In this study, accuracy and precision of Global Navigation Satellite Systems (GNSS) receivers are tried to determine depending on different correction techniques. For this purpose, 12-h GNSS observations were performed at SLCK-Turkish National Fundamental GPS Network (SLCK-TNFGN) point. The observations were adjusted based on CORS-TR. N-RTK measurements were performed with different GNSS receivers, and accuracies of the receivers were investigated. In order to determine precisions of the receivers, means of RTK measurements were calculated and precisions of the receivers were determined. As a result of investigation, it is seen that accuracy and precision of receivers at 2D positioning and height vary depending on correction technique.en_US
dc.identifier.doi10.1007/s12517-018-3581-8en_US
dc.identifier.issn1866-7511en_US
dc.identifier.issn1866-7538en_US
dc.identifier.issue10en_US
dc.identifier.scopusqualityN/Aen_US
dc.identifier.urihttps://dx.doi.org/10.1007/s12517-018-3581-8
dc.identifier.urihttps://hdl.handle.net/20.500.12395/36957
dc.identifier.volume11en_US
dc.identifier.wosWOS:000433191300014en_US
dc.identifier.wosqualityQ4en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherSPRINGER HEIDELBERGen_US
dc.relation.ispartofARABIAN JOURNAL OF GEOSCIENCESen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjectAccuracyen_US
dc.subjectBernese v5,2en_US
dc.subjectCORS-TRen_US
dc.subjectNetwork-RTKen_US
dc.subjectPrecisionen_US
dc.subjectRTKen_US
dc.titleStatistical analysis of accuracy and precision of GNSS receivers used in network RTKen_US
dc.typeArticleen_US

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