Technical Paper
Dec 16, 2015

A Practical Quality Index for the Applied Helmert Transformation

Publication: Journal of Surveying Engineering
Volume 142, Issue 1

Abstract

The Helmert transformation is used in different procedures in geodesy, photogrammetry, and in general in geomatics. The assessment of the accuracy of the transformation, and in particular of the transformed coordinates, is often critical. In this paper, a new overall quality index describing the accuracy of the transformed points is proposed. This index was derived from the spectral radius of the variance-covariance matrix of the transformed coordinates by writing an expression that represents an upper bound of this quantity. The proposed index is fast to compute and expresses the extent of the uncertainty propagation in a clear and synthetic way. The paper presents the rationale behind the choice of the index and the algebraic steps for its computation. Finally, two examples, one using synthetic data and one involving the coregistration of a point cloud acquired with a laser scanner, are presented.

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References

Altamimi, Z., Boucher, C., and Sillard, P. (2002). “New trends for the realization of the international terrestrial reference system.” Adv. Space Res., 30(2), 175–184.
Hofmann-Wellenhof, B., and Moritz, H. (2006). Physical geodesy, Springer, New York.
Horn, B. K. P. (1987). “Closed-form solution of absolute orientation using unit quaternions.” J. Opt. Soc. Am. A, 4(4), 629–642.
Horn, B. K. P., Hilden Hugh, M., and Negahdaripour, S. (1988). “Closed-form solution of absolute orientation using orthonormal matrices. J. Opt. Soc. Am. A, 5(7), 1127–1135.
Kraus, Karl. (2007). Photogrammetry: Geometry from images and laser scans, de Gruyter, Berlin.
Nitschke, M., and Knickmeyer, E. E. (2000). “Rotation parameters—A survey of techniques.” J. Surv. Eng., 83–105.
Sansò, F. (1973). “An exact solution of the roto-translation problem.” Photogrammetria, 29(6), 203–216.
Schmitt, G. (1985). “Review of network designs: Criteria, risk functions, design ordering.” Optimization and design of geodetic networks, E. Grafarend and F. Sansò, eds., Springer, Heidelberg, Germany, 6–10.
Smith, O. K. (1961). “Eigenvalues of a symmetric 3 x 3 matrix.” Commun. ACM, 4(4), 168.
Stuelpnagel, J. (1964). “On the parametrization of the three-dimensional rotation group.” SIAM Rev. 6(4), 422–430.
Teunissen, P. J. G. (1985). The geometry of geodetic inverse linear mapping and non-linear adjustment, Publications on geodesy, Vol. 30, Rijkscommissie voor Geodesie, Delft, The Netherlands.
Teunissen, P. J. G. (1989). “First and second moments of non-linear least-squares estimators.” Bull. Geod., 63(3), 253–262.
Teunissen, P. J. G. (1997a). “A canonical theory for short GPS baselines. Part I: The baseline precision.” J. Geod., 71(6), 320–336.
Teunissen, P. J. G. (1997b). “A canonical theory for short GPS baselines. Part II: The ambiguity precision and correlation.” J. Geod., 71(7), 389–401.
Teunissen, P. J. G. (1997c). “A canonical theory for short GPS baselines. Part III: The geometry of the ambiguity search space.” J. Geod., 71(8), 486–501.
Teunissen, P. J. G. (1997d). “A canonical theory for short GPS baselines. Part IV: Precision versus reliability.” J. Geod., 71(9), 513–525.

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Go to Journal of Surveying Engineering
Journal of Surveying Engineering
Volume 142Issue 1February 2016

History

Received: Oct 28, 2013
Accepted: Oct 5, 2015
Published online: Dec 16, 2015
Published in print: Feb 1, 2016
Discussion open until: May 16, 2016

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Authors

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Battista Benciolini [email protected]
Full Professor, Dept. of Civil, Environmental and Mechanical Engineering, Univ. of Trento, 38123 Trento, Italy. E-mail: [email protected]
Alfonso Vitti [email protected]
Assistant Professor, Dept. of Civil, Environmental and Mechanical Engineering, Univ. of Trento, 38123 Trento, Italy (corresponding author). E-mail: [email protected]
Paolo Zatelli [email protected]
Assistant Professor, Dept. of Civil, Environmental and Mechanical Engineering, Univ. of Trento, 38123 Trento, Italy. E-mail: [email protected]

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