TECHNICAL PAPERS
Feb 1, 2006

Real-Time Determination of Orthometric Heights Accurate to the Centimeter Level Using a Single GPS Receiver: Case Study

Publication: Journal of Surveying Engineering
Volume 132, Issue 1

Abstract

Real-time determination of orthometric heights at cm level accuracy can be achieved in Dubai, U.A.E., using a single geodetic-grade global positioning satellite (GPS) receiver. This process requires that the rover receiver uses on-line measurement corrections from multiple reference stations real-time kinematic (RTK) networks, and geoid heights from a precise gravimetric geoid model. The Dubai RTK network consists of five active reference stations and can provide ellipsoidal heights with external accuracy less than 4 cm and a precision of 3 cm. The Dubai geoid model was recently developed integrating a comprehensive set of gravity, GPS, leveling, and digital elevation data to fit GPS/leveling at the 3–5 cm level RMS. To evaluate this technique, a field test on 41 benchmarks of the Dubai second-order leveling network was performed. In this test, orthometric heights derived from the presented method using a single GPS receiver were compared to their precise values determined by spirit leveling. The height differences were analyzed and statistically examined. Results show that orthometric heights determined from the GPS RTK network and geoid data can be accurate to 2–5 cm with no significant systematic errors. The method can thus be considered a good alternative to traditional leveling, particularly for third-order leveling in large areas.

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Acknowledgments

Dr. R. Forsberg, Dr. G. Strykowski, and Dr. C. C. Tscherning are gratefully acknowledged for their major role in the computation of the Dubai geoid model. The Survey Section, Planning and Survey Department, Dubai Municipality is acknowledged for the dedicated help and efforts in completing this study. A partial fund from the Research Affairs Section, the UAE University under Contract No. UNSPECIFIED02-01-07-11/03 to the first writer is acknowledged. Engineer Ahmed Ramzy from UAE University is also thanked for his role in field data collection.

References

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Published In

Go to Journal of Surveying Engineering
Journal of Surveying Engineering
Volume 132Issue 1February 2006
Pages: 1 - 6

History

Received: Oct 24, 2003
Accepted: Dec 29, 2004
Published online: Feb 1, 2006
Published in print: Feb 2006

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Authors

Affiliations

A. El-Mowafy [email protected]
Civil and Environmental Engineering Dept., The United Arab Emirates Univ., P.O. Box 17555, Al Ain, The United Arab Emirates (corresponding author). Email: [email protected]
H. Fashir
Survey Section, Planning and Survey Dept., Dubai Municipality, Dubai, U.A.E.
A. Al Habbai
Survey Section, Planning and Survey Dept., Dubai Municipality, Dubai, U.A.E.
Y. Al Marzooqi
Survey Section, Planning and Survey Dept., Dubai Municipality, U.A.E.
T. Babiker
Survey Section, Planning and Survey Dept., Dubai Municipality, U.A.E.

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