Lastly, the screen representation consists of the ellipse error drawing and its numerical data, including: major semi-axis (Su), minor semi-axis (Sv), orientation (t), and screen representation scale (E).
This information is obtained by clicking the Print button, which has these options: observation data (See Traverse Calculation), combinations (See previous list), control stations and results.
CONTROL BASES
Element
X-Coord.
Y-Coord.
Z-Coord.
Ang.Error
Dist. Error
Elevation Error
E 2
299949.759
4000031.202
97.563
-0.0661
-0.051
0.001
E 5
299989.327
4000035.783
100.746
-0.0677
0.038
0.001
E 11
299896.409
4000099.547
94.348
0.0253
-0.057
-0.001
E 10
299847.406
4000119.451
92.684
-0.1813
-0.020
-0.001
RESULTS
Planimetric Adjustment
Calculation by Angles and Distances
Solution: X: 299962.864 Y: 4000056.870
Standard deviation from the parameters: X: 0.0260 Y: 0.0293
Error Ellipse: Su: 0.0866 Sv: 0.0676 Orientation: 366.0464
Chi-Square Test
Degrees of Freedom: 12 Chi2: 6.1177e-005
Confidence Interval: 95 % Passed
Altimetric Adjustment
Solution: Z: 97.729
Standard deviation from the parameter: Z: 0.0006
Once the calculation has been completed and the OK button clicked, the program assigns the coordinates obtained to the station and displays they were obtained by the direct intersection method.
TcpMDT