TECHNICAL PAPERS
May 1, 2006

Determination of Point Displacements in the Geodetic Network

Publication: Journal of Surveying Engineering
Volume 132, Issue 2

Abstract

This paper describes the procedure for testing the statistical significance of point displacements in the geodetic network as the intermediate stage between the adjustment of respective epochs measurements and an in-depth deformation analysis. The cumulative distribution function of the test statistic, presenting the relation between the displacement and the displacement accuracy, is determined by simulations. On the basis of this cumulative distribution function a critical value of the test statistic for a selected significance level is determined. In the null hypothesis it is assumed that the point is stable. A comparison of the critical value to the test statistic value is made and the actual risk level for rejecting the null hypothesis is estimated. Further on, a practical example of implementing the test in a simulated network is given. The test statistic proved to be simple and applicable: The points with significant displacements were identified successfully.

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References

Ambrožič, T., Turk, G., and Stopar, B. (2002). Premik software: user manual, ver. 2.0, internal Edition (in Slovenian).
Box, G. E. P., and Müller, M. E. (1985). “A note on the generation of random normal deviates.” Ann. Math. Stat., 29, 610–611.
Caspary, W. F. (2000). Concepts of network and deformation analysis, School of Surveying, The University of New South Wales, Kensington.
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Savšek-Safić, S. (2002). “Optimal method for determination of stable points in deformation analysis.” Doctoral thesis, FGG OGG, Ljubljana (in Slovenian).
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Published In

Go to Journal of Surveying Engineering
Journal of Surveying Engineering
Volume 132Issue 2May 2006
Pages: 58 - 63

History

Received: Mar 5, 2004
Accepted: Jan 27, 2005
Published online: May 1, 2006
Published in print: May 2006

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Authors

Affiliations

Simona Savšek-Safić [email protected]
Assistant, Faculty of Civil and Geodetic Engineering, Univ. of Ljubljana, Jamova cesta 2, 1000 Ljubljana, Slovenia. E-mail: [email protected]
Tomaž Ambrožič [email protected]
Assistant Professor, Faculty of Civil and Geodetic Engineering, Univ. of Ljubljana, Jamova cesta 2, 1000 Ljubljana, Slovenia. E-mail: [email protected]
Bojan Stopar [email protected]
Associate Professor, Faculty of Civil and Geodetic Engineering, Univ. of Ljubljana, Jamova cesta 2, 1000 Ljubljana, Slovenia. E-mail: [email protected]
Associate Professor, Faculty of Civil and Geodetic Engineering, Univ. of Ljubljana, Jamova cesta 2, 1000 Ljubljana, Slovenia. E-mail: [email protected]

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