Development of a Three-Dimensional Least Squares Adjustment Program
1994-12
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Development of a Three-Dimensional Least Squares Adjustment Program
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1994-12
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Abstract
In the past horizontal position (X and Y coordinates) and vertical position (elevation) have been measured
and computed in separate surveying operations. In order to take full advantage of the three-dimensional
measurement capability of their "total station" surveying instruments, Mn/DOT wanted a user friendly
least squares adjustment program that would simultaneously incorporate all three measurements - distance,
horizontal angle and vertical angle in a common adjustment procedure. The only practical way to do this
is to use a least squares adjustment program that can determine both horizontal and vertical components in
the same adjustment procedure. There are commercial and government adjustment programs available that
will do a three dimensional least squares adjustment, and the new program is not unique in that sense. It
is unique, however, in that it satisfies special Mn/DOT requirements, particularly with respect to input and
output format which is the SDMS (Survey Data Management System) format. In addition the program
incorporates a simplified weighting procedure which allows the user to alter the weighting parameters if
that should be necessary.
Although not a part of the original agreement, it became apparent during program testing that a field test
facility would benefit the project and also provide a site for on-going equipment testing and performance
checking. Thus the idea for a permanent three-dimension test site came into being.
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MnDOT
95-09
95-09
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Minnesota Department of Transportation
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Johnson, Gerald W.. (1994). Development of a Three-Dimensional Least Squares Adjustment Program. Retrieved from the University Digital Conservancy, https://hdl.handle.net/11299/155944.
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