! 2D Local Plane adjustment based on an approximate height for each station ! Define datum ! Datum Name; Semi-Major Axis; 1.0 / Flattening _DATUM; NAD 83; 6378137.000000; 298.257222101 ! Define the Units used in this file ! M - meters, U - US Feet, I - International Feet, C - Chains ! D - DMS, DD - Decimal Degrees, G - Grads (Gons), ! Note: Lat and Lon must always be in DMS format (e.g., 100-30-40.1234 is entered as 100.30401234) _UNITS; U; D ! Station 'AJAX' and 'DONNER' to be fixed in North(lat) and East(Lon). _LAT_NORTH_FIX; A _LON_EAST_FIX; A ! Indicates the type of adjustment (Local Plane in this case) _ADJUST_2D_LOCAL ! Define if unknown stations (referenced by observations) should be created at Adjust Time. ! Unknown stations are those not defined in the _STA_COORD record (see below). _ADJUST_CREATE_MISSING_STATION ! All variances (squared standard deviation) will be multiplied by this value prior to adjustment _ADJUST_APRIORI_FACTOR; 1.0 ! Perform no more than this number of iterations when solving the adjustment. Most networks will ! converge within two to seven iterations when input data contains no major blunders. _ADJUST_MAX_ITER; 10 ! Consider the adjustment completed, when the current iteration moves station coordinates less than ! this value (from the previous iteration). _ADJUST_CONVERGE_CRITERIA; 0.001 ! Confidence level for reporting - 95% _ADJUST_CONFIDENCE_LEVEL; 0.95 ! Disabled to use OrthoHgt field from each station !_ADJUST_USE_ELLIPHGT ! Use a known approximate height for each station. This is not a mean height for the network. When ! using this option, you must provide an approximate height value at each station (scaled from a ! map if needed). For projects in highly variable terrain, this method is preferred over the usage ! of a mean project height. _ADJUST_2D_KNOWN_HGT ! Approximate Lat and Lon for the project area. This information is used to make corrections ! for curvature and for the reduction of 3D observations to 2D observations. _ADJUST_APPROX_LAT_LON; 40.0; -120.0 ! Name; Lat; Lon; OrthoHgt; EllipHgt; North; East; NorthSD; EastSD; HgtSD; CorrNE; CorrNH; CorrEH; DeflNS; DeflEW _STA_COORD; A; 0; 0; 877.0; 0; 20000.0; 20000.0; 0.0001; 0.0001; 0.0001; 0.; 0.; 0.; 0.; 0. _STA_COORD; B; 0; 0; 876.0; 0; 0; 0; 0.0001; 0.0001; 0.0001; 0.; 0.; 0.; 0.; 0. _STA_COORD; C; 0; 0; 880.0; 0; 0; 0; 0.0001; 0.0001; 0.0001; 0.; 0.; 0.; 0.; 0. _STA_COORD; D; 0; 0; 870.0; 0; 0; 0; 0.0001; 0.0001; 0.0001; 0.; 0.; 0.; 0.; 0. _STA_COORD; E; 0; 0; 870.0; 0; 0; 0; 0.0001; 0.0001; 0.0001; 0.; 0.; 0.; 0.; 0. _STA_COORD; F; 0; 0; 880.0; 0; 0; 0; 0.0001; 0.0001; 0.0001; 0.; 0.; 0.; 0.; 0. ! Set Bearing SD's (standard deviations) to 5.0 seconds when file is loaded _G_BEAR_SD; 5.0 ! Set Horizontal Angle SD's to 5.0 seconds when file is loaded _G_HA_SD; 5.0 ! Set Zenith Angle SD's to 5.0 seconds when file is loaded _G_ZEN_SD; 5.0 ! Set Chord (slope) Distance SD's to 0.005 meters (5mm) when file is loaded _G_CHORD_SD; 0.005 ! Observation set format ! AT Name; TO Name; BS Name; HorAng SD; Zenith; Zenith SD; chord; Chord SD; InstrHgt; TargHgt _OBS_HA_SET; A; B; F; 298.0213; 0.001; 90.0609; 0.001; 553.815; 0.050; 0; 0 _OBS_HA_SET; B; C; A; 176.2749; 0.001; 88.4829; 0.001; 184.205; 0.050; 0; 0 _OBS_HA_SET; C; D; B; 301.395400; 0.001; 92.2139; 0.001; 126.840; 0.050; 0; 0 _OBS_HA_SET; D; E; C; 240.164300; 0.001; 90.0210; 0.001; 377.025; 0.050; 0; 0 _OBS_HA_SET; E; F; D; 165.080900; 0.001; 88.3505; 0.001; 218.070; 0.050; 0; 0 _OBS_HA_SET; F; A; E; 258.250700; 0.001; 90.3952; 0.001; 195.460; 0.050; 0; 0 ! Observation set format ! AT Name; TO Name; Bearing Bearing SD Quadrant Hor Dist; Hor Dist SD _OBS_BEAR_SET; A; F; 18.0637; 0.001; SE; 195.438; 0.005