Improvement in measurement accuracy for hybrid scanner
The capability to provide dense three-dimensional (3D) data (point clouds) at high speed and at high accuracy has made terrestrial laser scanners (TLS) widely used for many purposes especially for documentation, management and analysis. However, similar to other 3D sensors, proper understanding rega...
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Institute of Physics Publishing
2014
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2-s2.0-84902352370 Abbas M.A.; Setan H.; Majid Z.; Chong A.K.; Lichti D.D. Improvement in measurement accuracy for hybrid scanner 2014 IOP Conference Series: Earth and Environmental Science 18 1 10.1088/1755-1315/18/1/012066 https://www.scopus.com/inward/record.uri?eid=2-s2.0-84902352370&doi=10.1088%2f1755-1315%2f18%2f1%2f012066&partnerID=40&md5=1cae9ec53612e5a085da73f9e6cef8b1 The capability to provide dense three-dimensional (3D) data (point clouds) at high speed and at high accuracy has made terrestrial laser scanners (TLS) widely used for many purposes especially for documentation, management and analysis. However, similar to other 3D sensors, proper understanding regarding the error sources is necessary to ensure high quality data. A procedure known as calibration is employed to evaluate these errors. This process is crucial for TLS in order to make it suitable for accurate 3D applications (e.g. industrial measurement, reverse engineering and monitoring). Two calibration procedures available for TLS: 1) component, and 2) system calibration. The requirements of special laboratories and tools which are not affordable by most TLS users have become principle drawback for component calibration. In contrast, system calibration only requires a room with appropriate targets. By employing optimal network configuration, this study has performed system calibration through self-calibration for Leica ScanStation C10 scanner. A laboratory with dimensions of 15.5 m × 9 m × 3 m and 138 well-distributed planar targets were used to derive four calibration parameters. Statistical analysis (e.g. t-test) has shown that only two calculated parameters, the constant rangefinder offset error (0.7 mm) and the vertical circle index error (-45.4") were significant for the calibrated scanner. Photogrammetric technique was utilised to calibrate the 3D test points at the calibration field. By using the test points, the residual pattern of raw data and self-calibration results were plotted into the graph to visually demonstrate the improvement in accuracy for Leica ScanStation C10 scanner. © Published under licence by IOP Publishing Ltd. Institute of Physics Publishing 17551307 English Conference paper All Open Access; Gold Open Access |
author |
Abbas M.A.; Setan H.; Majid Z.; Chong A.K.; Lichti D.D. |
spellingShingle |
Abbas M.A.; Setan H.; Majid Z.; Chong A.K.; Lichti D.D. Improvement in measurement accuracy for hybrid scanner |
author_facet |
Abbas M.A.; Setan H.; Majid Z.; Chong A.K.; Lichti D.D. |
author_sort |
Abbas M.A.; Setan H.; Majid Z.; Chong A.K.; Lichti D.D. |
title |
Improvement in measurement accuracy for hybrid scanner |
title_short |
Improvement in measurement accuracy for hybrid scanner |
title_full |
Improvement in measurement accuracy for hybrid scanner |
title_fullStr |
Improvement in measurement accuracy for hybrid scanner |
title_full_unstemmed |
Improvement in measurement accuracy for hybrid scanner |
title_sort |
Improvement in measurement accuracy for hybrid scanner |
publishDate |
2014 |
container_title |
IOP Conference Series: Earth and Environmental Science |
container_volume |
18 |
container_issue |
1 |
doi_str_mv |
10.1088/1755-1315/18/1/012066 |
url |
https://www.scopus.com/inward/record.uri?eid=2-s2.0-84902352370&doi=10.1088%2f1755-1315%2f18%2f1%2f012066&partnerID=40&md5=1cae9ec53612e5a085da73f9e6cef8b1 |
description |
The capability to provide dense three-dimensional (3D) data (point clouds) at high speed and at high accuracy has made terrestrial laser scanners (TLS) widely used for many purposes especially for documentation, management and analysis. However, similar to other 3D sensors, proper understanding regarding the error sources is necessary to ensure high quality data. A procedure known as calibration is employed to evaluate these errors. This process is crucial for TLS in order to make it suitable for accurate 3D applications (e.g. industrial measurement, reverse engineering and monitoring). Two calibration procedures available for TLS: 1) component, and 2) system calibration. The requirements of special laboratories and tools which are not affordable by most TLS users have become principle drawback for component calibration. In contrast, system calibration only requires a room with appropriate targets. By employing optimal network configuration, this study has performed system calibration through self-calibration for Leica ScanStation C10 scanner. A laboratory with dimensions of 15.5 m × 9 m × 3 m and 138 well-distributed planar targets were used to derive four calibration parameters. Statistical analysis (e.g. t-test) has shown that only two calculated parameters, the constant rangefinder offset error (0.7 mm) and the vertical circle index error (-45.4") were significant for the calibrated scanner. Photogrammetric technique was utilised to calibrate the 3D test points at the calibration field. By using the test points, the residual pattern of raw data and self-calibration results were plotted into the graph to visually demonstrate the improvement in accuracy for Leica ScanStation C10 scanner. © Published under licence by IOP Publishing Ltd. |
publisher |
Institute of Physics Publishing |
issn |
17551307 |
language |
English |
format |
Conference paper |
accesstype |
All Open Access; Gold Open Access |
record_format |
scopus |
collection |
Scopus |
_version_ |
1809677912835620864 |