Evaluation of RTK-GPS and Total Station for applications in land surveying

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dc.contributor.authorKizil, U.
dc.contributor.authorTisor, L.
dc.date.accessioned2025-01-27T21:02:12Z
dc.date.available2025-01-27T21:02:12Z
dc.date.issued2011
dc.departmentÇanakkale Onsekiz Mart Üniversitesi
dc.description.abstractAccuracies of Real-Time Kinematic Global Positioning (RTK-GPS) system and Total Station (TS) were investigated in GIS environment. In geostatistical evaluations, Kriging method was used with spherical, exponential, and Gaussian models. The survey results demonstrated that an area of 3.5 ha or smaller can be best explained with Gaussian model, while the larger areas require a spherical model. A vertical error of 60 cm and a horizontal error of 30 cm can be observed when the survey points outside the construction area are eliminated. The optimum area per survey point was calculated to be 20x20 m(2) to increase the accuracy. This case study showed that an inaccurate survey can result cost over estimations up to 27%.
dc.identifier.doi10.1007/s12040-011-0044-y
dc.identifier.endpage221
dc.identifier.issn0253-4126
dc.identifier.issue2
dc.identifier.startpage215
dc.identifier.urihttps://doi.org/10.1007/s12040-011-0044-y
dc.identifier.urihttps://hdl.handle.net/20.500.12428/27308
dc.identifier.volume120
dc.identifier.wosWOS:000290810400003
dc.identifier.wosqualityQ4
dc.indekslendigikaynakWeb of Science
dc.language.isoen
dc.publisherIndian Acad Sciences
dc.relation.ispartofJournal of Earth System Science
dc.relation.publicationcategoryinfo:eu-repo/semantics/openAccess
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_WoS_20250125
dc.subjectLand survey
dc.subjectRTK-GPS
dc.subjectTotal Station
dc.subjectKriging
dc.subjectdata analysis
dc.subjectinstruments and techniques
dc.titleEvaluation of RTK-GPS and Total Station for applications in land surveying
dc.typeArticle

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