Internal Reliability of Planar Coordinate Transformations

Author:

Lehmann Rüdiger1ORCID,Lösler Michael2ORCID

Affiliation:

1. Professor, Faculty of Spatial Information, Univ. of Applied Sciences Dresden, Friedrich-List-Platz 1, Dresden D-01069, Germany (corresponding author). ORCID: .

2. Architecture, Civil Engineering, Geomatics, Laboratory for Industrial Metrology, Frankfurt Univ. of Applied Sciences, Nibelungenplatz 1, Frankfurt am Main 60318, Germany. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Reference34 articles.

1. Statistical concepts in geodesy

2. A generalization of the analytical least-squares solution to the 3D symmetric Helmert coordinate transformation problem with an approximate error analysis

3. Förstner W. 1983. “Reliability and discernability of extended Gauss-Markov models.” In Proc. Seminar on Mathematical Models of Geodetic Photogrammetric Point Determination with Regard to Outliers and Systematic Errors edited by F. E. Ackermann 79–104. Munich Germany: German Geodetic Committee.

4. The reliability of block triangulation;Förstner W.;Photogramm. Eng. Remote Sens.,1985

5. Reliability analysis of parameter estimation in linear models with applications to mensuration problems in computer vision

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