! 2D Geodetic 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; M; D ! Grid zone _ADJUST_GRID; WYOMING,E,4901,TM ! Station '1' to be fixed in Lat(north) and Lon(east). _LAT_NORTH_FIX; 1 _LON_EAST_FIX; 1 ! Indicates the type of adjustment _ADJUST_2D_LATLON ! 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 ! Define the ortho height for each station, since we are adjusting by approximate height at each station !_ADJUST_CREATE_MISSING_STATION ! Name; Lat; Lon; OrthoHgt; EllipHgt; North; East; NorthSD; EastSD; HgtSD; CorrNE; CorrNH; CorrEH; DeflNS; DeflEW _STA_COORD; 1; 44.262060; -105.045790; 2000.; 0; 0.; 0.; 0.001; 0.001; 0.001; 0.; 0.; 0.; 0; 0 _STA_COORD; 2; 0; 0; 1940.; 0; 0.; 0.; 0.001; 0.001; 0.001; 0.; 0.; 0.; 0; 0 _STA_COORD; 3; 0; 0; 2200.; 0; 0.; 0.; 0.001; 0.001; 0.001; 0.; 0.; 0.; 0; 0 _STA_COORD; 10; 0; 0; 1700.; 0; 0.; 0.; 0.001; 0.001; 0.001; 0.; 0.; 0.; 0; 0 _STA_COORD; 92; 0; 0; 1736.; 0; 0.; 0.; 0.001; 0.001; 0.001; 0.; 0.; 0.; 0; 0 _STA_COORD; 98; 0; 0; 1922.; 0; 0.; 0.; 0.001; 0.001; 0.001; 0.; 0.; 0.; 0; 0 ! Bearing observations ! AT Station Name; TO Station Name; Bearing; Bearing SD; Quadrant _OBS_BEAR; 1; 2; 0.240; 15.0; NE _OBS_BEAR; 1; 92; 89.180; 15.0; SW _OBS_BEAR; 10; 98; 0.031; 15.0; NE _OBS_BEAR; 2; 10; 89.211; 15.0; SW _OBS_BEAR; 2; 3; 0.240; 15.0; NE _OBS_BEAR; 3; 98; 89.240; 15.0; SW _OBS_BEAR; 92; 10; 0.032; 15.0; NE ! Horizontal distance observations ! AT Station Name; TO Station Name; Hor Dist; Hor Dist SD _OBS_HORDIST; 1; 2; 810.1050; 0.2012 _OBS_HORDIST; 1; 92; 800.4491; 0.2012 _OBS_HORDIST; 10; 98; 810.6477; 0.2011 _OBS_HORDIST; 2; 10; 805.1613; 0.2011 _OBS_HORDIST; 2; 3; 810.1052; 0.2012 _OBS_HORDIST; 3; 98; 809.9040; 0.2012 _OBS_HORDIST; 92; 10; 810.7544; 0.2011