Begin Adjustment... Create Station Enabled - YES... >> Missing station 'COOP' - will create... >> Missing station 'GONE' - will create... >> Missing station 'DEED' - will create... >> Missing station 'FARGO' - will create... >> Missing station 'ECHO' - will create... Connectivity Test Origin - 'BOON'... Reorder Stations... Compute Degrees Of Freedom... Iteration Num: 1 Get Original Observations... Apply Default SD's... Apply Centering and PPM Corrections... Apply Obs SD Scalars... Apply Distance Scalars... Convert 3D Observations to 1D Observations... Compute Q Matrix... Compute W Matrix... Compute B Matrix... Compute F Matrix... Compute Bt * W Matrix... Compute N Matrix... Compute RHS Matrix... Factor N Matrix... Compute Coordinate Corrections... Solution Converged... Compute Residuals... Compute Aposteriori Variances... Compute N Inverse Matrix... Compute Observation Statistics... Compute Station Height Errors... Compute Relative Height Errors... Compute Coordinate Inverses... Adjustment Completed... COLUMBUS 1D, 2D AND 3D NETWORK ADJUSTMENT SOFTWARE DATE: 12/31/9999 11:59:59 PM NETWORK ADJUSTMENT SUMMARY Adjust Type 1D Hgt (leveling) Distance Weighted Adjust Height Type Orthometric Datum NAD 83 Major 6378137.00000 1/f 298.257222101 1D Expansion Factor 1.95937 Linear Units Meters 2D Expansion Factor 2.44788 Angular Units DMS 3D Expansion Factor 2.79532 Field Observations 7 A Priori Variance 1.00000 Coord Observations 0 A Posteriori Variance 0.00000 TOTAL OBSERVATIONS 7 Confidence Level 95.0 Chi Square Test On Variance Factor Num Stations 6 0.000 < 1.0 < 0.000 (Fails) Fixed In Lat/North 6 Variance Factor Used 0.00000 Fixed In Lon/East 6 Fixed In Hgt 1 No Check Observations 0 Float Coord Parms 5 Stan Res Rejections 0 ( Tau Stat = 1.414 ) Direction Parms 0 GPS Scale Parms 0 GPS Rot North Parms 0 TOTAL OUTLIERS 0 GPS Rot East Parms 0 GPS Rot Up Parms 0 Iterations 1 TOTAL PARMS 5 Convergence Criteria 0.0010000 Zenith Angle Refraction 0.00000 Rotate Bearings No DEGREES OF FREEDOM 2 Use Full GPS Covariance Yes A-POSTERIORI VARIANCE (and STAN DEV) FACTOR (by observation type) Obs Type Count Sum of Squared Redundancy A-Post A-Post Weighted Residuals (D.F.) Variance StanDev Height Diff 7 0.000 2.000 0.000 0.001 TOTALS 7 0.000 2.000 0.000 0.001 Obs SD's That Were Set To Default 0 Obs SD's That Received PPM Correction 0 Obs SD's That Received Centering Correction 0 Obs SD's That Were Scaled 0 Obs That Were Scaled 0 Obs That Received Refraction Correction 0 Obs That Received Mark-To-Mark Correction 0 Obs That Received Deflection Correction 0 ADJUSTED HEIGHTS Station Ortho Hgt SD BOON 100.00000 0.00000 H COOP 102.56867 0.00243 DEED 107.66823 0.00351 ECHO 103.84057 0.00358 FARGO 100.57516 0.00258 GONE 99.55313 0.00197 H - fixed Hgt ADJUSTED OBSERVATIONS (MARK TO MARK) Height Diff Observations Obs Dist/SD Resid ResidSD StdRes Redun AT BOON TO COOP Measured 2.56916 25.00000 Adjusted 2.56867 0.00243 -0.00049 0.00151 -0.323 0.28 AT BOON TO GONE Measured -0.44714 14.00000 Adjusted -0.44687 0.00197 0.00027 0.00085 0.323 0.16 AT COOP TO DEED Measured 5.09749 36.00000 Adjusted 5.09956 0.00292 0.00207 0.00181 1.145 0.28 AT COOP TO FARGO Measured -1.98974 49.00000 Adjusted -1.99351 0.00262 -0.00377 0.00304 -1.243 0.57 AT DEED TO ECHO Measured -3.82921 27.00000 Adjusted -3.82766 0.00265 0.00155 0.00136 1.145 0.21 AT ECHO TO FARGO Measured -3.26777 41.00000 Adjusted -3.26541 0.00303 0.00236 0.00206 1.145 0.32 AT FARGO TO GONE Measured -1.02169 17.00000 Adjusted -1.02202 0.00212 -0.00033 0.00103 -0.323 0.19 ADJUSTED STATION HEIGHT ERRORS Confidence level: 0.950 Chi Square 1D: 1.959 AT TO Height Error BOON NA 0.00000 COOP NA 0.00476 DEED NA 0.00688 ECHO NA 0.00702 FARGO NA 0.00505 GONE NA 0.00385 ADJUSTED RELATIVE STATION HEIGHT ERRORS Confidence level: 0.950 Chi Square 1D: 1.959 AT TO Height Error BOON COOP 0.00476 BOON GONE 0.00385 COOP DEED 0.00572 COOP FARGO 0.00513 DEED ECHO 0.00519 ECHO FARGO 0.00594 FARGO GONE 0.00416