Full text: Actes du 7ième Congrès International de Photogrammétrie (Troisième fascicule)

  
  
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Table 3 
  
  
  
  
  
  
  
0.00 |45.68019 |+9 030857 
  
+418.11| +287.02 |+3 068116 |*9.51551 |101696.52 | 6508.27 |-0.24 | -0.27 
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1515.28|565.18| 4525.58! «68.85| 280974.7|106424.27|4728.00| «5145.62| -1295.52 |45.68049 |49.30825 [106424 .43 | 4728.18 |+0.16|+0.18 
  
  
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Photographing scale: 1 : 10.000 
Diapositiv scale: 1 : 20.000 
Map scale: 1 : 2.000 
Air camera: Zeiss RMK 20/3030 
Film: Kodak Super XX 
Diapositiv plates: Kodak Aero- 
graphic (2 mm) 
Plotting instrument: Stereoplani- 
graph Zeiss 
Number of models: 13 
Number of connection points: 2 in 
every connection 
Number of planimetric control 
points: 
3 triangle points (distance 
between the outer points 
11 km) 
Number of elevation points: 25 
Before the aerial photography 
the triangle points and a number 
of points the coordinates of which 
were intended to be determined in 
the triangulation were signalled. 
The results of the computations 
are given in the following tables. 
Table 1: The computation of O- 
coordinates of the control and 
connection points according to 
the formulas (1) and (2). 
Table2: The fitting in of the O- 
system into the geodetic system. 
at which the two control points 
AD and AÁ in first and last 
model respectively, have been 
used for the calculation of the 
transformation data. It appears 
from the table that the radial 
error in the central point AF 
has been calculated to 0.58 
metres. 
Table 3: The fitting in of the O- 
system into the geodetic system 
at which all the three triangle 
points have been used for the 
calculation of the transformation 
data. The average radial error 
was calculated to 0.27 metres. 
  
	        
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