% % Data file "SURVAD.DAT" for traverse adjustment program. % % Data is example in Appendix B of paper titled A REVIEW OF LEAST % SQUARES THEORY APPLIED TO TRAVERSE ADJUSTMENT. % % Station Information % % Code serial East North 1 1 500.000 500.000 1 2 2 724.36 417.20 1 2 3 637.47 329.16 1 2 4 640.13 211.62 1 2 5 492.70 229.26 1 2 6 500.46 379.85 1 % % Direction Observations % % Code At To Direction (D.MMSS) St.Dev.(secs) 3 1 2 0.0000 10 3 1 6 69.3050 10 3 2 1 0.0000 10 3 2 4 272.0050 10 3 2 3 294.2200 10 3 3 2 0.0000 10 3 3 4 134.0455 10 3 3 6 245.4045 10 3 4 2 0.0000 10 3 4 5 254.3325 10 3 4 3 336.2555 10 3 5 4 0.0000 10 3 5 6 266.0740 10 3 6 5 0.0000 10 3 6 1 176.4915 10 3 6 3 287.2110 10 % % Distance Observations % % Code At To Distance (metres) St.Dev.(metres) 4 1 2 239.150 0.010 4 1 6 120.140 0.010 4 3 2 123.760 0.010 4 3 4 117.570 0.010 4 3 6 146.085 0.010 4 4 2 222.190 0.010 4 5 4 148.420 0.010 4 5 6 150.760 0.010 % % Constrained Bearings % % Code At To Bearing (D.MMSS) 5 1 2 110.1520 1 5 4 5 276.4935 1 % % Constrained Distances % % Code At To Distance (metres) 6 3 6 146.050 1 % % Constrained Angles % % Code At Left Right Angle (D.MMSS) 7 6 3 5 72.3900 % % End of Data.