Investigation of systematic errors for the hybrid and panoramic scanners

The existence of terrestrial laser scanners (TLSs) with capability to provide dense three-dimensional (3D) data in short period of time has made it widely used for the many purposes such as documentation, management and analysis. However, similar to other sensors, data obtained from TLSs also can be...

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Published in:Jurnal Teknologi
Main Author: Abbas M.A.; Setan H.; Majid Z.; Chong A.K.; Luh L.C.; Idris K.M.; Ariff M.F.M.
Format: Article
Language:English
Published: Penerbit UTM Press 2014
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-84919954843&doi=10.11113%2fjt.v71.3827&partnerID=40&md5=806562b8039f1f9e57a312c498da8f10
id 2-s2.0-84919954843
spelling 2-s2.0-84919954843
Abbas M.A.; Setan H.; Majid Z.; Chong A.K.; Luh L.C.; Idris K.M.; Ariff M.F.M.
Investigation of systematic errors for the hybrid and panoramic scanners
2014
Jurnal Teknologi
71
4
10.11113/jt.v71.3827
https://www.scopus.com/inward/record.uri?eid=2-s2.0-84919954843&doi=10.11113%2fjt.v71.3827&partnerID=40&md5=806562b8039f1f9e57a312c498da8f10
The existence of terrestrial laser scanners (TLSs) with capability to provide dense three-dimensional (3D) data in short period of time has made it widely used for the many purposes such as documentation, management and analysis. However, similar to other sensors, data obtained from TLSs also can be impaired by errors coming from different sources. Then, calibration routine is crucial for the TLSs to ensure the quality of the data. Through self-calibration, this study has performed system calibration for hybrid (Leica ScanStation C10) and panoramic (Faro Photon 120) scanner at the laboratory with dimensions 15.5m x 9m x 3m and more than hundred planar targets that were fairly distributed. Four most significant parameters are derived from well-known error sources of geodetic instruments as constant (a0), collimation axis (b0), trunnion axis (b1) and vertical circle index (c0) errors. Data obtained from seven scan-stations were processed, and statistical analysis (e.g. t-test) has shown significant errors for the calibrated scanners. © 2013 Penerbit UTM Press. All rights reserved.
Penerbit UTM Press
1279696
English
Article
All Open Access; Bronze Open Access
author Abbas M.A.; Setan H.; Majid Z.; Chong A.K.; Luh L.C.; Idris K.M.; Ariff M.F.M.
spellingShingle Abbas M.A.; Setan H.; Majid Z.; Chong A.K.; Luh L.C.; Idris K.M.; Ariff M.F.M.
Investigation of systematic errors for the hybrid and panoramic scanners
author_facet Abbas M.A.; Setan H.; Majid Z.; Chong A.K.; Luh L.C.; Idris K.M.; Ariff M.F.M.
author_sort Abbas M.A.; Setan H.; Majid Z.; Chong A.K.; Luh L.C.; Idris K.M.; Ariff M.F.M.
title Investigation of systematic errors for the hybrid and panoramic scanners
title_short Investigation of systematic errors for the hybrid and panoramic scanners
title_full Investigation of systematic errors for the hybrid and panoramic scanners
title_fullStr Investigation of systematic errors for the hybrid and panoramic scanners
title_full_unstemmed Investigation of systematic errors for the hybrid and panoramic scanners
title_sort Investigation of systematic errors for the hybrid and panoramic scanners
publishDate 2014
container_title Jurnal Teknologi
container_volume 71
container_issue 4
doi_str_mv 10.11113/jt.v71.3827
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-84919954843&doi=10.11113%2fjt.v71.3827&partnerID=40&md5=806562b8039f1f9e57a312c498da8f10
description The existence of terrestrial laser scanners (TLSs) with capability to provide dense three-dimensional (3D) data in short period of time has made it widely used for the many purposes such as documentation, management and analysis. However, similar to other sensors, data obtained from TLSs also can be impaired by errors coming from different sources. Then, calibration routine is crucial for the TLSs to ensure the quality of the data. Through self-calibration, this study has performed system calibration for hybrid (Leica ScanStation C10) and panoramic (Faro Photon 120) scanner at the laboratory with dimensions 15.5m x 9m x 3m and more than hundred planar targets that were fairly distributed. Four most significant parameters are derived from well-known error sources of geodetic instruments as constant (a0), collimation axis (b0), trunnion axis (b1) and vertical circle index (c0) errors. Data obtained from seven scan-stations were processed, and statistical analysis (e.g. t-test) has shown significant errors for the calibrated scanners. © 2013 Penerbit UTM Press. All rights reserved.
publisher Penerbit UTM Press
issn 1279696
language English
format Article
accesstype All Open Access; Bronze Open Access
record_format scopus
collection Scopus
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