An on-site approach for the self-calibration of terrestrial laser scanner

被引:34
作者
Abbas, Mohd Azwan [1 ]
Lichti, Derek D. [2 ]
Chong, Albert K. [3 ]
Setan, Halim [4 ]
Majid, Zulkepli [4 ]
机构
[1] Univ Teknol MARA, Dept Surveying Sci & Geomat, Shah Alam, Malaysia
[2] Univ Calgary, Dept Geomat Engn, Calgary, AB T2N 1N4, Canada
[3] Univ So Queensland, Dept Geomat Engn, Toowoomba, Qld 4350, Australia
[4] Univ Teknol Malaysia, Dept Geomat Engn, Skudai, Malaysia
关键词
On-site calibration; Terrestrial laser scanner; Accuracy; Network design; PHOTOGRAMMETRY; DEFORMATION;
D O I
10.1016/j.measurement.2014.03.009
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Two approaches available for performing self-calibration are: (1) point-based and (2) feature-based. The reliance on planes in the feature-based approach is a restriction to the aim of finding a suitable approach for on-site calibration. Also, the requirement for a strong network configuration in point-based self-calibration has made it difficult to implement on-site. The aim of this study was to investigate the suitability of lowering the network station and target configuration requirements. Investigations of minimum network configurations were carried out by analysing three important elements: (1) the minimum number of scan stations; (2) the minimum number of real-world planes on which targets are distributed; and (3) the minimum number of point targets per plane. Also, experiments were carried to determine the effects of the choice of datum constraints. The results show that a minimum configuration of two scan stations, two planes and 16 targets for point-based self-calibration is suitable for on-site calibration and the datum choice has little effect for minimum configuration. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:111 / 123
页数:13
相关论文
共 29 条
  • [11] Photogrammetry and laser scanner technology applied to length measurements in car testing laboratories
    Gonzalez-Jorge, H.
    Riveiro, B.
    Arias, P.
    Armesto, J.
    [J]. MEASUREMENT, 2012, 45 (03) : 354 - 363
  • [12] Novel method to determine laser scanner accuracy for applications in civil engineering
    Gonzalez-Jorge, Higinio
    Solla, Mercedes
    Armesto, Julia
    Arias, Pedro
    [J]. OPTICA APPLICATA, 2012, 42 (01) : 43 - 53
  • [13] Gopal K.K., 1999, 100 STAT TEST, P215
  • [14] Modeling terrestrial laser scanner data for precise structural deformation measurement
    Gordon, Stuart J.
    Lichti, Derek D.
    [J]. JOURNAL OF SURVEYING ENGINEERING-ASCE, 2007, 133 (02): : 72 - 80
  • [15] Kuang S., 1996, GEODETIC NETWORK ANA
  • [16] LICHTI D.D., 2009, International Archives of the Photogrammetry, Remote Sensingand Spatial Information Sciences, V38, P171
  • [17] Error modelling, calibration and analysis of an AM-CW terrestrial laser scanner system
    Lichti, Derek D.
    [J]. ISPRS JOURNAL OF PHOTOGRAMMETRY AND REMOTE SENSING, 2007, 61 (05) : 307 - 324
  • [18] Parameter de-correlation and model-identification in hybrid-style terrestrial laser scanner self-calibration
    Lichti, Derek D.
    Chow, Jacky
    Lahamy, Herve
    [J]. ISPRS JOURNAL OF PHOTOGRAMMETRY AND REMOTE SENSING, 2011, 66 (03) : 317 - 326
  • [19] Terrestrial laser scanner self-calibration: Correlation sources and their mitigation
    Lichti, Derek D.
    [J]. ISPRS JOURNAL OF PHOTOGRAMMETRY AND REMOTE SENSING, 2010, 65 (01) : 93 - 102
  • [20] Luhmann T., 2006, CLOSE PHOTOGRAMMETRY