• Chinese Journal of Lasers
  • Vol. 48, Issue 13, 1304002 (2021)
Tengfei Zhou1、**, Xiaojun Cheng1、2、*, Kai Huang1, and Yuan Tao3
Author Affiliations
  • 1College of Surveying and Geo-Informatics , Tongji University, Shanghai 200092, China
  • 2Key Laboratory of Advanced Engineering Surveying Ministry of Natural Resources, Shanghai 200092, China
  • 3School of Spatial Information and Geomatics Engineering, Anhui University of Science and Technology, Huainan, Anhui 232001, China
  • show less
    DOI: 10.3788/CJL202148.1304002 Cite this Article Set citation alerts
    Tengfei Zhou, Xiaojun Cheng, Kai Huang, Yuan Tao. Self-Calibration Model of Terrestrial Three-Dimensional Laser Scanners Considering Random Errors and Robust Estimation Solution[J]. Chinese Journal of Lasers, 2021, 48(13): 1304002 Copy Citation Text show less
    Observation principle of terrestrial three-dimensional laser scanner
    Fig. 1. Observation principle of terrestrial three-dimensional laser scanner
    Parameter differences and RMSE. (a) Translation parameter Δx; (b) translation parameter Δy; (c) translation parameter Δz; (d) rotation parameter Δφ; (e) rotation parameter Δω; (f) rotation parameter Δκ; (g) addition constant Δm; (h) multiplication constant Δλ; (i) aiming axis error Δc; (j) horizontal axis error Δi; (k) vertical axis error Δt; (l) RMSE
    Fig. 2. Parameter differences and RMSE. (a) Translation parameter Δx; (b) translation parameter Δy; (c) translation parameter Δz; (d) rotation parameter Δφ; (e) rotation parameter Δω; (f) rotation parameter Δκ; (g) addition constant Δm; (h) multiplication constant Δλ; (i) aiming axis error Δc; (j) horizontal axis error Δi; (k) vertical axis error Δt; (l) RMSE
    RMSE of common point and check point. (a) x component of common point; (b) y component of common point; (c) z component of common point; (d) positional precision of common point; (e) x component of check point; (f) y component of check point; (g) z component of check point; (h) positional precision of check point
    Fig. 3. RMSE of common point and check point. (a) x component of common point; (b) y component of common point; (c) z component of common point; (d) positional precision of common point; (e) x component of check point; (f) y component of check point; (g) z component of check point; (h) positional precision of check point
    EOPsAPs
    Δx /mΔy /mΔz /mφ /radω /radκ /radm /mλc /radi /radt /rad
    51050.2-0.2-1.00.00510-4-10-310-3-10-4
    Table 1. True values of unknown parameters
    TLSTS
    s /mθ /μradα /μradρ /mγ /μradβ /μrad
    0.00560600.0022424
    Table 2. Prior information of original observations
    SchemePointσx /mσy /mσz /mσp /m
    Scheme 1Common point1.6196×10-47.4570×10-55.3937×10-51.8628×10-4
    Check point4.5470×10-40.00189.2608×10-40.0021
    Scheme 2Common point1.0665×10-118.5042×10-122.0958×10-141.3641×10-11
    Check point9.1130×10-49.5381×10-48.5771×10-40.0016
    Table 3. Calculation results of real data
    Tengfei Zhou, Xiaojun Cheng, Kai Huang, Yuan Tao. Self-Calibration Model of Terrestrial Three-Dimensional Laser Scanners Considering Random Errors and Robust Estimation Solution[J]. Chinese Journal of Lasers, 2021, 48(13): 1304002
    Download Citation