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dc.contributor.authorGumus, Kutalmis
dc.date.accessioned2019-08-01T13:38:39Z
dc.date.available2019-08-01T13:38:39Z
dc.date.issued2016
dc.identifier.isbn978-619-7105-59-9
dc.identifier.issn1314-2704
dc.identifier.urihttps://hdl.handle.net/11480/3727
dc.description16th International Multidisciplinary Scientific Geoconference (SGEM 2016) -- JUN 30-JUL 06, 2016 -- Albena, BULGARIAen_US
dc.descriptionWOS: 000395499500100en_US
dc.description.abstractTerrestrial Laser Scanners (TLS) are utilized in many application areas thanks to advances in technology. Accuracy and reliability of the outcome obtained through the scanners mostly depend on the resolution and accuracy of the obtained data. Location information as to smallest detail on object can be acquired thanks to point clouds obtained by virtue of terrestrial laser scanners. The point density reflecting the surface of the most appropriate object should be selected according to aim of the work carried out, the desired accuracy, time, cost, present hardware and software as well as the desired outcome. 3 or more than 3 targets have to be employed for transformation of the coordinates obtained from the laser scanner into desired coordinate system. The targets utilized have to be placed appropriately within the scanning area. It has been tried to determine the effects of targets which are used in georeferencing and which are placed in different numbers and directions and the scan resolutions thereof on point location accuracy in this study. For this purpose, a study has been carried out at the Calibration Laboratory of Faculty of Civil Engineering of Yildiz Technical University. Optech ILRIS 3D laser scanner and Leica TPS 1201 total station were employed in the cited application. 12 targets with appropriate geometry were placed in the test area to be scanned. Georeferencing performed by the use of targets with directions and numbers varying according to different scan resolutions and their point positions has been tried to be re- determined. Comparisons were made according to the locations of these 12 target points determined by the Total Station. It has been tried to determine if there was a difference between the point positions obtained by considering the changing number of targets as well as the scan resolution. It has been determined that point position accuracy has decreased depending on the increase of the scan resolution. Choice and number of appropriate targets in addition to direction and orientation of target with respect to each other affect point position accuracy.en_US
dc.description.sponsorshipBulgarian Acad Sci, Acad Sci Czech Republ, Latvian Acad Sci, Polish Acad Sci, Russian Acad Sci, Serbian Acad Sci & Arts, Slovak Acad Sci, Natl Acad Sci Ukraine, Inst Water Problem & Hydropower NAS KR, Natl Acad Sci Armenia, Sci Council Japan, World Acad Sci, European Acad Sci Arts & Lett, Acad Sci Moldova, Montenegrin Acad Sci & Arts, Croatian Acad Sci & Arts, Georgian Natl Acad Sci, Acad Fine Arts & Design Bratislava, Turkish Acad Sci, Bulgarian Ind Assoc, Bulgarian Minist Environm & Wateren_US
dc.language.isoengen_US
dc.publisherSTEF92 TECHNOLOGY LTDen_US
dc.relation.ispartofseriesInternational Multidisciplinary Scientific GeoConference-SGEM
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectTerrestrial Laser Scanningen_US
dc.subjectGeoreferencingen_US
dc.subjectScan Resolutionen_US
dc.subjectNumber and Direction of the Targeten_US
dc.subjectAccuracyen_US
dc.titleA RESEARCH ON EFFECTS OF DIFFERENT SCANNING RESOLUTIONS DEPENDING ON THE NUMBER OF TARGET USED IN TERRESTRIAL LASER SCANNINGen_US
dc.typeconferenceObjecten_US
dc.relation.journalINFORMATICS, GEOINFORMATICS AND REMOTE SENSING CONFERENCE PROCEEDINGS, SGEM 2016, VOL IIen_US
dc.departmentNiğde ÖHÜen_US
dc.identifier.startpage783en_US
dc.identifier.endpage790en_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.contributor.institutionauthorGumus, Kutalmis


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