Estimation of accuracy of points determination in polygonometric and theodolite traverses

Abstract

Systems of theodolite traverses and polygonometry of Classes 1 and 2 are adjusted in a simplified way. First, corrections to the angles are jointly determined, then coordinate increments are calculated from the corrected angles, after which abscissas and ordinates are adjusted separately in the traverse system. The closures of individual traverses along the coordinate axes are distributed among the coordinate increments in proportion to the length of the sides.

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