TECHNICAL PAPERS
Aug 1, 2007

GPS-Network Analysis with BLIMPBE: An Alternative to Least-Squares Adjustment for Better Bias Control

Publication: Journal of Surveying Engineering
Volume 133, Issue 3

Abstract

Geodetic networks, when derived solely from observed GPS baseline vectors, have an inherent datum deficiency of dimension three due to the respective unknown translation parameters. Thus, estimated coordinates from a (weighted) least-squares adjustment will not be unique, although the adjusted baseline vectors are. Uniqueness, without affecting the adjustment as such, can be achieved by introducing a minimum number of constraints for the coordinates, or by applying an objective function on the set of least-squares solutions (LESS) that fulfill the so-called normal equations. In both alternatives, bias control for some (or all) coordinate estimates has so far been treated only as a secondary issue. Here it is shown that the recently introduced estimator of type BLIMPBE—although generally not a LESS—can indeed be expected to be superior to all other linear estimators that minimize the bias for certain coordinates. This performance is demonstrated in a GPS network that includes GPS receivers at several continuously operating reference stations.

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Acknowledgments

The writers would like to thank C. K. Shum for providing the data set used herein.

References

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Published In

Go to Journal of Surveying Engineering
Journal of Surveying Engineering
Volume 133Issue 3August 2007
Pages: 114 - 122

History

Received: Jan 23, 2006
Accepted: Nov 30, 2006
Published online: Aug 1, 2007
Published in print: Aug 2007

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Authors

Affiliations

Geodesist, TOPCON Positioning Systems, Inc., 6660 Doubletree Ave., Columbus, OH 43229. E-mail: [email protected]
Burkhard Schaffrin [email protected]
Associate Professor, School of Earth Sciences, Ohio State Univ., 275 Mendenhall Lab, 125 South Oval Dr., Columbus, OH 43210-1398. E-mail: [email protected]

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