Full text: Commissions III and IV (Part 4)

  
  
12. 
The computer programs for the transformation should be so de- 
signed that corrections for known and significant systematic 
errors can be added to the model coordinates before the trans- 
formations. 
The transformation programs should also admit possibilities of 
adjustment between connecting models to avoid elevation discre- 
pancies in the profiles due to change of model. 
Systematic errors of the height coordinates can, if they are not 
observed and corrected for, cause essential errors in the cal- 
culation of cut and fill and for the setting out of the road 
body and óf the drainage system. Great attention must therefore 
be paid to the possibilities of adding numerical corrections to 
the model coordinates before the transformation into the ground 
coordinate system. Experiences from practical work presented by 
Ternryd in (26) show, that adding corrections to the model.z- 
coordinate for the influence of radial camera distortion before 
the transformation improves the quality significantly, provided 
that the evaluation equipment is practically free from signifi- 
cant geometrical errors and that the radial distortion of the 
camera, photograph, is estimated under working conditions. For 
the adjustment and calibration of photogrammetric evaluation 
equipments reference is made to Kaasila, (16). 
As the transformation of the model coordinates into the ground 
System generally is made by electronic computation, adding nume- 
rical corrections for known systematic errors, radial distortion, 
does not introduce any problems. 
The problems of the systematic errors were discussed by Funk, 
(12) in 1959 when he presupposes that the longitudinal profile 
of the road-centerline is measured terrestrially and the eleva- 
tions fo the photogrammetrically measured transverse profiles 
are then adjusted in relation to the longitudinal profile in 
order to improve the geometrical quality. As this method in se- 
veral cases can be timeconsuming and expensive it seems to be 
more efficient to correct the photogrammetric data for systema- 
tic errors instead of adjusting the transformed datas. 
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