Full text: Actes du onzième Congrès International de Photogrammétrie (fascicule 3)

where 
T = (X—X 0 ) cos 9?o + (Z—Z 0 ) sin <p 0 
N = — (X—Xq) sin (p 0 + (Z—Z 0 ) cos <po 
7.1.9 
7.1.10 
When Z is constant for all points the following linear equation holds: 
Z-Z 0 
sin cpo a XQ + cos cpo dc H sin cp 0 axo 
Z—Z 0 sin 9? 0 
— cos 990 azo H a cp = 0 7.1.11 
where «a is the coefficient for parameter k in 7.1.7 and 7.1.8. To be able to solve 
for Xo and c, we must know one of Xq, Z 0 and <po to exclude the singularity. The 
influence on x$ and c of an error in the known parameter can be determined 
from 7.1.11. 
The influence of the errors in the co-ordinates of the exterior projection cen 
ter upon the interior orientation increases when the distance to the test plane 
decreases. This can be seen from formulas 7.1.4—7.1.6. 
7.2. ASYMMETRIC DISTORTION 
Errors in the exterior orientation also affect the determination of radial dis 
tortion, so that we obtain asymmetric radial distortion and so called tangential 
distortion. 
We assume an objective with lens elements that have coinciding optical axes, 
i. e. there are no decentering errors or prismatic effects of the kind mentioned 
in chapter 5.3. Moreover we assume the intersection of the optical axis and the 
image plane to coincide with the principal point, i. e. the optical axis is per 
pendicular to the image plane. The objective has radial distortion but no other 
aberrations. In such an ideal camera the radial distortion changes the position 
of the image points in directions toward or away from the principal point. 
As demonstrated in formulas 7.1.4—7.1.6 we get errors in the determination 
of the principal point. This incorrect point will hereinafter be called the center 
point. A difference between principal and center points can also be obtained 
in calibrations using a collimator technique, where the camera is oriented by 
autocollimation and then a test picture is photographed. A central target is then 
assumed to indicate the principal point. The same relations are obtained from 
the goniometric method and in several field methods where the location of the 
principal point is based on assumptions that may not be perfectly true.
	        
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