TECHNICAL PAPERS
Jan 16, 2004

Approach for Equivalent Accuracy Design of Different Types of Observations

Publication: Journal of Surveying Engineering
Volume 130, Issue 1

Abstract

The equivalency of observations in geodetic networks is one of the most important problems in surveying engineering, which has not been seriously considered before. This means that different types of observations should, on average, be equivalent from an accuracy and reliability point of view. In this paper, a method for the second-order design problem of geodetic networks to meet equivalent accuracy and reliability for different groups of observations has been suggested. In this technique, the weights of observations have been improved in such a way that the same average redundancy numbers are obtained for all types of observations. The efficiency of the methodology has been verified by numerical results.

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References

Amiri-Simkooei, A.(2001a). “Comparison of reliability and geometrical strength criteria in geodetic networks.” J. Geodesy, 75(4), 227–233.
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Published In

Go to Journal of Surveying Engineering
Journal of Surveying Engineering
Volume 130Issue 1February 2004
Pages: 1 - 5

History

Received: Dec 19, 2001
Accepted: Aug 30, 2002
Published online: Jan 16, 2004
Published in print: Feb 2004

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Authors

Affiliations

AliReza Amiri-Simkooei
Dept. of Mathematical Geodesy and Positioning (MGP), Faculty of Aerospace Engineering, TU Delft, Kluyverweg 1, P.O. Box 5058, 2600 GB Delft, The Netherlands.
Mohammad Ali Sharifi
Dept. of Geodesy and GeoInformatics, Stuttgart Univ., Geschwister-Scholl Str., 24D 70174 Stuttgart, Germany.

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