Full text: XIXth congress (Part B5,1)

. 
  
  
oy using the 
inates x*,y*. 
object space 
'curate than 
tained from 
  
coordinates 
| corrected 
es 
  
  
the geodetic 
om corrected 
nputed from 
ordinates are 
uncorrected 
Bas, Hüseyin Gazi 
The offered mathematical model in this study (equations 1, 2, 3, 4, 5) can be used to correct the 
photographic coordinates due to small orientation errors of camera. The same mathematical 
model also can be used to transform the image coordinates of comparision photography to the 
coordinates of reference photo in “False Parallax” or “Time Parallax” method. The practical 
experiments show that if the comparator coordinates are corrected by offered mathematical model 
in this study, after reduction of the comparator coordinates to the photographic coordinate system 
and the other refinements, photo coordinates and object space coordinates of points can have 
appreciably more accurate results. 
REFERENCES 
Abdel-Aziz, Y., 1982. Accuracy of the Normal Case of Close-Range Photogrammetry. 
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Bas, H.G., 1988. Application of the Coolinearity Condition Equations In Terrestrial 
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88-95. 
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PERS, Vol. 50, No. 10, pp. 1443-1448 
Gosh, S.K., 1979. Analytical Photogrammetry. Pergamon Press Inc., U.S.A. 
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Müftüoglu, O. 1980. Metrik Olmayan Resim Cekme Makinelerinin Fotogrametri Uygulamalarinda 
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Porte, J., Burns, A., 1978. Applications of Terrestrial Photogrammetry for Road Design and 
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Smidrkal, J., 1968. Photogrammetric Deformation Measurements on the Vltava Bridge Near 
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International Archives of Photogrammetry and Remote Sensing. Vol. XXXIII, Part B5. Amsterdam 2000. 43 
 
	        
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