a) AB Geocode, program Fo4. The program transforms all ste
reomodels to one system and this in turn is transformed to
the ground system (Helmert transformation). Capacity: 127
stereomodels, 1100 points.
b) National Land Survey Board, Program M 11. The adjust
ment takes place in three steps. In the first step, an approxi
mative two-dimensionell fitting of the different coordinate
systems into the given system is performed, by which the
approximative x ,and y coordinates and scale-factors are
obtained.
In the second step, the coordinate system is levelled with
the help of the given z-values.
In the last and final adjustment, the plane coordinates are
determined with the help of the approximate values obtained
earlier.
The adjustment operation between the models and the trans
formation to the ground system is thus performed simultan
eously. Capacity: 15 stereo-models, 1000 points.
c) Photogrammetric Division, Royal Institute of Technology,
Stockholm.
Intended for separate models, according to Helmert or affine.
No limit to the number of points.
d) The Swedish National Road Board and Nordisk ADB AB.
Three-dimensionell transformation, by which the result is
shown in cross-sections for design of roads.
2. Analytical Photogrammetry.
A program has been developed by the Photogrammetric Division
of the Royal Institute of Technology in Stockholm. First the
picture coordinates are corrected for the principal point errors,
distortion, refraction and curvature of the earth. After this, the
relative orientation is determined with the help of a maximum of
25 points in arbitary positions. In the last step, a three-dimensio
nell coordinate transformation is carried out.
3. Checking of Cameras and Instruments.
a) Distortion measurements by the grid method. The Photogram
metric Division of the Royal Institute of Technology, Stock
holm.
b) The same as above. Swedish National Road Board.
4. Miscellaneous programs.
a) Projective relations between two planes. The Photogrammetric
Division of the Royal Institute of Technology, Stockholm.
b) Terrestrial stereo-photogrammetry. The Photogrammetric
Division of the Royal Institute of Technology, Stockholm.
c) Displaced coordinates. The program is used for rectification.
The Geographical Survey Office.
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