TECHNICAL PAPERS
Aug 1, 1990

Modeling of Stadia Surveying with Incomplete Intercepts

Publication: Journal of Surveying Engineering
Volume 116, Issue 3

Abstract

Observation of the half‐ and quarter‐intercepts in stadia surveying is often necessary for long sights, large vertical angles, and situations in which the line of sight is obstructed. Applying the standard stadia formulas using the doubled half‐intercept or quadrupled quarter‐intercept may produce substantial discrepancies in the horizontal distance and the difference in elevation. This paper develops revised stadia formulas that are explicit functions of the observed half‐ or quarter‐intercept, the vertical angle, and instrument‐related parameters. The formulas are based on the geometric relationships between the actual complete intercept and the observed incomplete intercept. The incomplete intercept can be the lower or upper half‐intercept; or the lower, middle lower, middle upper, or upper quarter‐intercept. The formulas, which involve only a minor modification of the standard stadia formulas, can be easily applied manually or programmed on electronic calculators.

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References

1.
Anderson, J. M., Mikhail, E. M., and Woolnough, D. F. (1985). Introduction to surveying. McGraw‐Hill Ryerson, New York, N.Y.
2.
McCormac, J. C. (1983). Surveying fundamentals. Prentice‐Hall, Englewood Cliffs, N.J.
3.
Moffit, F. H., and Bouchard, H. (1987). Surveying. Harper and Row, New York, N.Y.
4.
Wolf, P. R., and Brinker, R. C. (1989). Elementary surveying. Harper and Row, New York, N.Y.

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Go to Journal of Surveying Engineering
Journal of Surveying Engineering
Volume 116Issue 3August 1990
Pages: 139 - 148

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Published online: Aug 1, 1990
Published in print: Aug 1990

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Authors

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Said M. Easa, Member, ASCE
Prof., Dept. of Civ. Engrg., Lakehead Univ., Thunder Bay, Ontario, Canada P7B 5E1

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