A Comparison of the Accuracy of VRS and Static GPS Measurement Results for Production of Topographic Map and Spatial Data: A Case Study on CORS-TR

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dc.contributor.authorTusat, Ekrem
dc.date.accessioned2020-03-26T19:52:40Z
dc.date.available2020-03-26T19:52:40Z
dc.date.issued2018
dc.departmentSelçuk Üniversitesien_US
dc.description.abstractThe on-going developments in Global Navigation Satellite Systems (GNSS) technology affect techniques in geographic information and associated documents. The national Continuously Operating Reference Station (CORS) networks, which operate on the Real Time Kinematic (RTK) principle, are multi-purpose geodetic networks and offer services to a large portion of society including all the public institutions and other organizations, military and civilian users and to scientific researchers. It is possible to utilize these networks both in real time positioning applications using the Network Real Time Kinematic (NRTK) method and in static applications using the Receiver Independent EXchange (RINEX) format data from reference stations. In this study, Virtual Reference Station (VRS) and static GNSS measurements were undertaken based on a Continuously Operating Reference Station-Turkey (CORS-TR) network in a test network established in Turkey. As a result of the measurements, repeatability attained using the VRS method was examined. Moreover, the coordinates obtained from VRS measurements based on CORS-TR network were compared with the coordinates calculated as a result of static observations. From the accuracies and repeatability, an investigation was implemented to determine the extent to which NRTK applications in real-time GNSS networks can be used to produce spatial data and create topographic maps.en_US
dc.identifier.doi10.17559/TV-20160406110412en_US
dc.identifier.endpage163en_US
dc.identifier.issn1330-3651en_US
dc.identifier.issn1848-6339en_US
dc.identifier.issue1en_US
dc.identifier.scopusqualityQ3en_US
dc.identifier.startpage158en_US
dc.identifier.urihttps://dx.doi.org/10.17559/TV-20160406110412
dc.identifier.urihttps://hdl.handle.net/20.500.12395/36237
dc.identifier.volume25en_US
dc.identifier.wosWOS:000425879800023en_US
dc.identifier.wosqualityQ4en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherUNIV OSIJEK, TECH FACen_US
dc.relation.ispartofTEHNICKI VJESNIK-TECHNICAL GAZETTEen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjectCORSen_US
dc.subjectGNSSen_US
dc.subjectNRTKen_US
dc.subjectspatial dataen_US
dc.subjectVRSen_US
dc.subjecttopographic map productionen_US
dc.titleA Comparison of the Accuracy of VRS and Static GPS Measurement Results for Production of Topographic Map and Spatial Data: A Case Study on CORS-TRen_US
dc.typeArticleen_US

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