Wall traverse with GPSSIT and 3D positioning of urban details

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Özet

In an urban environment, sometimes surveying becomes a very hard task, especially measuring some certain points or details on the ground that are surrounded by obstacles such as trees, fences or buildings. On the other hand, in such areas, survey points installed as references on the ground can easily be lost because of city activities. Wall traverse supported by GPSSIT (GPS Sanal Istasyon Teknigi - GPS Virtual Point Technique) and relying on freely chosen Sanal Istasyon Noktalari (SINs) or - virtual points (VIPs) without worrying about installing any control point on the ground provide a reliable resolution. In this study, establishment of wall traverse points by the support of GPSSIT and TS (GPSSIT and total station) and a detail measurement technique with 3D coordinates using these wall points were introduced and applied in a sample area. As a conclusion, standard deviations were found as mp = ± 4.53 cm and mH = ± 3.85 cm in position and height respectively for details.

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dc.contributor.authorCorumluoglu, Ozsen
dc.date.accessioned2026-10-22T10:23:59.188584064Z
dc.date.available2026-10-22T10:23:59.188584064Z
dc.date.issued2010
dc.description.abstractIn an urban environment, sometimes surveying becomes a very hard task, especially measuring some certain points or details on the ground that are surrounded by obstacles such as trees, fences or buildings. On the other hand, in such areas, survey points installed as references on the ground can easily be lost because of city activities. Wall traverse supported by GPSSIT (GPS Sanal Istasyon Teknigi - GPS Virtual Point Technique) and relying on freely chosen Sanal Istasyon Noktalari (SINs) or - virtual points (VIPs) without worrying about installing any control point on the ground provide a reliable resolution. In this study, establishment of wall traverse points by the support of GPSSIT and TS (GPSSIT and total station) and a detail measurement technique with 3D coordinates using these wall points were introduced and applied in a sample area. As a conclusion, standard deviations were found as mp = ± 4.53 cm and mH = ± 3.85 cm in position and height respectively for details.
dc.identifier.endpage3280
dc.identifier.issn1992-2248
dc.identifier.issue21
dc.identifier.scopus2-s2.0-78951487255
dc.identifier.startpage3273
dc.identifier.urihttps://rdlopen.rawdatalibrary.net/r/gumushane/15418
dc.identifier.volume5
dc.identifier.wosWOS:000284553700010
dc.language.isoen
dc.publisherACADEMIC JOURNALS
dc.relation.ispartofScientific Research and Essays
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subject3D positioning
dc.subjectGpssit and total station
dc.subjectWall traverse
dc.subject.classificationMultidisciplinary Sciences
dc.subject.classificationScience & Technology - Other Topics
dc.titleWall traverse with GPSSIT and 3D positioning of urban details
dc.typeArticle
rdl.citation.scopus0
rdl.citation.wos0
rdl.oa.statusclosed
rdl.scopus.quartileQ3
rdl.source.indexSCOPUS
rdl.source.indexWOS
rdl.wos.indexScience Citation Index Expanded (SCI-EXPANDED)