TECHNICAL PAPERS
Nov 1, 2005

Fixation by Hidden Points Bar from One Theodolite

Publication: Journal of Surveying Engineering
Volume 131, Issue 4

Abstract

Position fixing by hidden points bar from one theodolite is an Industrial Surveying practice used as a last resort in difficult environments of measurements. Determination of the coordinates of inaccessible points sought is performed by least squares adjustment with constraints. Conventional methods of coordinate determination check the efficiency of the method. In the present adjustment, normally of low redundancy, the assignment of accurate provisional values to the aforementioned coordinates constitutes an essential task.

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Acknowledgment

The writer is thankful to Dr. A. L. Allan, retired Reader at UCL, for his helpful advice on hidden points fixation techniques during Industrial Surveying Practicals at Foster Court.

References

Allan, A. L. (1993). Practical surveying and computations, Butterworth-Heinemann, Oxford, U.K.
Antonopoulos, A. (1994). Personal notes on industrial surveying practicals, University College London, London.
Davidson, M. (1947). Elements of mathematical astronomy, Hutchinson’s Scientific and Technical Publications, London.
Mikhail, E. M. (1976). Observations and least squares, IEP-A Dun-Donnelley, New York.
Vlahos, D. (1987). Topography (in Greek), Vol. II. AUTh Publications, Salonica.

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Go to Journal of Surveying Engineering
Journal of Surveying Engineering
Volume 131Issue 4November 2005
Pages: 113 - 117

History

Received: Feb 10, 2003
Accepted: Dec 29, 2004
Published online: Nov 1, 2005
Published in print: Nov 2005

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Authors

Affiliations

Aggelos Antonopoulos [email protected]
Dept. of Rural and Surveying Engineering, National Technical Univ. of Athens–Workers Housing Organization of Greece, Athens, Greece 10681. E-mail: [email protected]

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