Full text: Proceedings, XXth congress (Part 1)

  
  
International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part Bl. Istanbul 2004 
  
especially in height. The RMS values in Z of strip 2 for 
Raade, Moss and Soer are larger than the one for Torp. It can 
also be seen that the network solution yields slightly better 
results especially compared to those stations with a larger 
PDOP. 
While the improvements in accuracy are not very large in this 
example, it should be kept in mind, that potential GPS errors 
occurring at a particular reference station cannot be detected 
if only one station is used. Therefore, the reliability of a 
solution based on a single reference station is not very high. 
By using the suggested network solution, which has already 
found wide applicability in other GPS applications, the 
reliability of the results can be significantly improved. 
Having said this, it should also be mentioned that problems 
concerning the GPS receiver in the aircraft can of course only 
be detected and eliminated by using multiple GPS equipment 
on board the plane. 
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
RMS differences at 
Used ref. | Strip PDOP | ICPs (two-ray-points) 
Station sXY SZ 
[cm] [cm] 
Raade Strip 1 1,8 7,8 13.7 
(8 — 30 km) | Strip 2 3,3 8,3 14,8 
Moss Strip 1 1.8 8,1 14,1 
(15-38 km) | Strip 2 3.2 8,4 14,5 
Torp Strip 1 1,7 8,1 14,0 
(20-50 km) | Strip 2 1,9 7,9 13,9 
Soer Strip 1 1,9 8,2 14,6 
(35-60 km) | Strip 2 3,3 8,9 15,8 
Network Strip 1 - 7,9 13,8 
solution 
(8 — 60 km) 
Network Strip 2 - 8,0 14,0 
solution 
(8 — 60 km) 
Table 3: Results of direct 3D point determination at 
independent check points (ICP) using two-ray 
points and single reference stations and the 
network solution, individual strips, image 
scale 1:10.000 
  
  
6 Conclusion 
Direct sensor orientation has proven to be a serious 
alternative to aerial triangulation. In this paper, a solution for 
direct sensor orientation based on single reference stations 
and on a GPS network was described, test results based on 
the OEEPE test "Integrated sensor orientation" were 
reported. 
Our work resulted in RMS differences of 8 cm in planimetry 
and 14 cm in height at independent check points obtained 
with two-ray points an image scale 1:10 000 for single, short 
baselines. 
The network solution was shown to be slightly more accurate 
than the single baseline solution, moreover the reliability of 
the results is significantly higher. 
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