TECHNICAL PAPERS
Feb 1, 1987

Orthometric Heights Without Leveling

Publication: Journal of Surveying Engineering
Volume 113, Issue 1

Abstract

Orthometric heights can be obtained without leveling by combining gravimetrically determined geoidal heights and ellipsoidal heights derived from Global Positioning System (GPS) interferometry. The accuracy of the orthometric heights is dependent on the accuracy of each of the two components. The paper discusses and compares different methods of geoid determination and evaluates their accuracy. The analysis shows that in areas well‐covered by gravity data, the determination of geoidal height differences is currently at least as accurate as the determination of ellipsoidal height differences by GPS‐phase measurements. Thus, orthometric height differences in these areas can be obtained by this method with an accuracy of 2 to 3 ppm. This opens interesting possibilities for orthometric height determination in the mountains and in remote areas without vertical control. Results from two test areas confirm this analysis. A brief discussion of the requirements for an accuracy of 0.3 ppm concludes the paper.

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Go to Journal of Surveying Engineering
Journal of Surveying Engineering
Volume 113Issue 1February 1987
Pages: 28 - 40

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Published online: Feb 1, 1987
Published in print: Feb 1987

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Authors

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K. P. Schwarz
Prof., Div. of Surveying Engrg., The Univ. of Calgary, 2500 University Dr. N.W., Calgary, Alberta, Canada T2N 1N4
M. G. Sideris
Research Assoc., Div. of Surveying Engrg., The Univ. of Calgary, 2500 University Dr. N.W., Calgary, Alberta, Canada T2N 1N4
R. Forsberg
Visiting Scientist from the Danish Geodetic Inst., Gamlehave Allé 22, DK‐2920 Charlottenlund, Denmark

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