%
%  Baumann Eberhard (1995): Chapter 23.3.4, pp. 224
%

[Project]
Baumann (1995), Ch. 23_3_4

[Source]
Baumann Eberhard (1995): Vermessungskunde, Lehr- und Übungsbuch für Ingenieure. Band 2: Punktbestimmung nach Höhe und Lage. Fünfte, bearbeitete und erweiterte Auflage Bonn. Ch. 23.3.4, pp. 224

[Coordinates]
%     x        y       z
1 1000.000 1201.171 108.680
2 1371.217 1072.895 111.974
3 1016.437  952.352 117.312
N 1181.766 1071.674  94.258

%
% Graphics parameter
[Graphics]
ellpos:0,28,6.1,20        % xebar,yebar,lmstab (Position of scale of error ellipses in figure and length/unit of scale [cm])
scale:5000                 % scale (for error ellipses)
axlims:900,1400,900,1300,50,150  % axlims for axis
legpos:Southwest
xticks 100
yticks 100
zticks:50
view: -11,24

%
%  Datum specification (if applicable, with standard deviation [m] or variance-covariance matrix [m^2] (in case of a dynamic network)
[Datum]
fix x1 y1 z1 x2 y2 z2 x3 y3 z3

%
%  Standard deviation of unit weight with unit (a priori standard deviation)
[Sigma0]
0.002 gon

%
%  Spatial distances [m] with constant standard deviation (sigma_c) [m], instrument height [m], target signal height [m]
[SpatialDistances]
N 1 223.6428 0.005 1.600 1.572
N 2 190.2878 0.005 1.600 1.650
N 3 205.1894 0.005 1.600 1.588

%
%  Zenith Angles [gon] with standard deviation [gon], instrument height [m], target signal height [m]
[ZenithAngles]
N 1 95.9015 0.0025 1.600 1.572
N 3 92.8390 0.0025 1.600 1.588
N 2 94.0450 0.0025 1.600 1.650

%
%  Directions with standard deviation [gon]
[Direction]
N 1   0.0000 0.0020
N 2 160.1838
N 3 320.7884

%
%  Approximate orientation unknown [gon]
[ApproximateOrientation]
N 339.4090
