Applications ZTS600 | 91
• Easting and Northing are determined by the least squares method, which
includes standard deviation and improvements for horizontal direction and
horizontal distances.
• The final height (Z) is computed from averaged height differences based
on the original measurements.
• The horizontal direction is computed with the original averaged face I and
face II measurements and the final computed plan position.
9.4.4 Resection Results
Access Press CALC. from the Sight target point screen after at least two points and
a distance have been measured.
STATION COOR-
DINATES
This screen displays calculated station coordinates. The final computed results
are Easting, Northing and Height coordinates of the present instrument
station, including the instrument height.
Standard deviations and residuals for accuracy assessments are provided.
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