The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences
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Articles | Volume XLI-B5
Int. Arch. Photogramm. Remote Sens. Spatial Inf. Sci., XLI-B5, 557–563, 2016
https://doi.org/10.5194/isprs-archives-XLI-B5-557-2016
Int. Arch. Photogramm. Remote Sens. Spatial Inf. Sci., XLI-B5, 557–563, 2016
https://doi.org/10.5194/isprs-archives-XLI-B5-557-2016

  15 Jun 2016

15 Jun 2016

AN EMPRICAL POINT ERROR MODEL FOR TLS DERIVED POINT CLOUDS

Mustafa Ozendi1, Devrim Akca2, and Hüseyin Topan1 Mustafa Ozendi et al.
  • 1BEU, Department of Geomatics Engineering, 67100 Zonguldak, Turkey
  • 2ISIK University, Department of Civil Engineering, 34980 Sile, Istanbul, Turkey

Keywords: TLS, reflectance, incidence angle, range, error ellipsoid, anisotropic, error model

Abstract. The random error pattern of point clouds has significant effect on the quality of final 3D model. The magnitude and distribution of random errors should be modelled numerically. This work aims at developing such an anisotropic point error model, specifically for the terrestrial laser scanner (TLS) acquired 3D point clouds. A priori precisions of basic TLS observations, which are the range, horizontal angle and vertical angle, are determined by predefined and practical measurement configurations, performed at real-world test environments. A priori precision of horizontal (𝜎𝜃) and vertical (𝜎𝛼) angles are constant for each point of a data set, and can directly be determined through the repetitive scanning of the same environment. In our practical tests, precisions of the horizontal and vertical angles were found as 𝜎𝜃=±36.6𝑐𝑐 and 𝜎𝛼=±17.8𝑐𝑐, respectively. On the other hand, a priori precision of the range observation (𝜎𝜌) is assumed to be a function of range, incidence angle of the incoming laser ray, and reflectivity of object surface. Hence, it is a variable, and computed for each point individually by employing an empirically developed formula varying as 𝜎𝜌=±2−12 𝑚𝑚 for a FARO Focus X330 laser scanner. This procedure was followed by the computation of error ellipsoids of each point using the law of variance-covariance propagation. The direction and size of the error ellipsoids were computed by the principal components transformation. The usability and feasibility of the model was investigated in real world scenarios. These investigations validated the suitability and practicality of the proposed method.