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040 _aMSU
_cMSU
_erda
100 1 _aLi, Bofeng
_eauthor
245 1 0 _aSeamless multivariate affine error-in-variables transformation and its application to map rectification
_ccreated by Bofeng Li,Yunzhong Shen,Xingfu Zhang,Chuang Li &Lizhi Lou
264 _aGuanzhou:
_bTaylor & Francis,
_c2013.
336 _2rdacontent
_atext
_btxt
337 _2rdamedia
_aunmediated
_bn
338 _2rdacarrier
_avolume
_bnc
440 _vVolume , number ,
520 _a Abstract Affine transformation that allows the axis-specific rotations and scalars to capture the more transformation details has been extensively applied in a variety of geospatial fields. In tradition, the computation of affine parameters and the transformation of non-common points are individually implemented, in which the coordinate errors only of the target system are taken into account although the coordinates in both target and source systems are inevitably contaminated by random errors. In this article, we propose the seamless affine error-in-variables (EIV) transformation model that computes the affine parameters and transforms the non-common points simultaneously, importantly taking into account the errors of all coordinates in both datum systems. Since the errors in coefficient matrix are involved, the seamless affine EIV model is nonlinear. We then derive its least squares iterative solution based on the Euler–Lagrange minimization method. As a case study, we apply the proposed seamless affine EIV model to the map rectification. The transformation accuracy is improved by up to 40%, compared with the traditional affine method. Naturally, the presented seamless affine EIV model can be applied to any application where the transformation estimation of points fields in the different systems is involved, for instance, the geodetic datum transformation, the remote sensing image matching, and the LiDAR point registration.
650 _aaffine transformation
650 _atotal least squares
650 _aerror-in-variables model
856 _uhttps://doi.org/10.1080/13658816.2012.760202
942 _2lcc
_cJA
999 _c160681
_d160681