TECHNICAL PAPERS
Feb 1, 2001

Free Station Method of Leveling

Publication: Journal of Surveying Engineering
Volume 127, Issue 1

Abstract

A new method of leveling, suitable for high-precision industrial applications, is described. The observation procedure involves only minor modifications to the standard observation procedure for precise leveling. The analysis procedure is based on a simple linear least-squares adjustment model. Two applications of the method are given, one in which the usual type of precise leveling equipment is used and one in which modern electronic digital leveling equipment is used. Standard deviations of point elevations in these applications are on the order of 0.1 mm or greater.

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References

1.
Anderson, J. M., and Mikhail, E. M. ( 1998). Surveying: Theory and practice, 7th Ed., McGraw-Hill, New York.
2.
Bayly, D. A., and Teskey, W. F. ( 1992). “Close-range high-precision surveys for industrial alignment.” J. Can. Inst. Surv. Map., 46(4), 409–421.
3.
Teskey, W. F. ( 1998). “Instrumentation and methodologies for high-precision industrial surveys.” Retrospective and Commemorative Collection of Papers in Honor of Dr. Adam Chrzanowski, Dept. of Geodesy and Geomatics Engrg., University of New Brunswick, Fredericton, Canada.
4.
Teskey, W. F., Obidowski, R. M., and Mugford, S. ( 1997). “A new method of alignment monitoring.” Reliability, 3(6), 20–25.
5.
Wolf, P. R., and Ghilani, C. D. ( 1997). Adjustment computations: Statistics and least squares in surveying and GIS, Wiley, New York.

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Go to Journal of Surveying Engineering
Journal of Surveying Engineering
Volume 127Issue 1February 2001
Pages: 25 - 29

History

Received: Jul 6, 1999
Published online: Feb 1, 2001
Published in print: Feb 2001

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Prof., Dept. of Geomatics Engrg., Univ. of Calgary, 2500 University Dr. NW, Calgary, AB, Canada T2N 1N4.
Res. Assoc., Dept. of Geomatics Engrg., Univ. of Calgary, 2500 University Dr. NW, Calgary, AB, Canada T2N 1N4.

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