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) Standard Deviation 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 0.36599 TOTAL OBSERVATIONS 7 Confidence Level 95.0 Chi Square Test On Variance Factor Num Stations 6 0.099 < 1.0 < 14.456 (Passes) Fixed In Lat/North 6 Variance Factor Used 0.36599 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 0.732 2.000 0.366 0.605 TOTALS 7 0.732 2.000 0.366 0.605 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 102.56839 0.00268 DEED 107.66923 0.00434 ECHO 103.84183 0.00433 FARGO 100.57681 0.00314 GONE 99.55289 0.00060 H - fixed Hgt ADJUSTED OBSERVATIONS (MARK TO MARK) Height Diff Observations Obs SD Resid ResidSD StdRes Redun AT BOON TO COOP Measured 2.56916 0.00500 Adjusted 2.56839 0.00268 -0.00077 0.00141 -0.550 0.22 AT BOON TO GONE Measured -0.44714 0.00100 Adjusted -0.44711 0.00060 0.00003 0.00006 0.550 0.01 AT COOP TO DEED Measured 5.09749 0.00750 Adjusted 5.10084 0.00358 0.00335 0.00278 1.205 0.38 AT COOP TO FARGO Measured -1.98974 0.00450 Adjusted -1.99157 0.00234 -0.00183 0.00140 -1.311 0.26 AT DEED TO ECHO Measured -3.82921 0.00550 Adjusted -3.82741 0.00297 0.00180 0.00150 1.205 0.20 AT ECHO TO FARGO Measured -3.26777 0.00680 Adjusted -3.26501 0.00342 0.00276 0.00229 1.205 0.31 AT FARGO TO GONE Measured -1.02169 0.00850 Adjusted -1.02392 0.00315 -0.00223 0.00406 -0.550 0.62 ADJUSTED STATION HEIGHT ERRORS Confidence level: 0.950 Chi Square 1D: 1.959 AT TO Height Error BOON NA 0.00000 COOP NA 0.00525 DEED NA 0.00850 ECHO NA 0.00848 FARGO NA 0.00615 GONE NA 0.00118 ADJUSTED RELATIVE STATION HEIGHT ERRORS Confidence level: 0.950 Chi Square 1D: 1.959 AT TO Height Error BOON COOP 0.00525 BOON GONE 0.00118 COOP DEED 0.00702 COOP FARGO 0.00458 DEED ECHO 0.00582 ECHO FARGO 0.00670 FARGO GONE 0.00618