Full text: Proceedings, XXth congress (Part 5)

    
t BS. Istanbul 2004 
10 
International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B5. Istanbul 2004 
  
  
used to define the datum, since only 6 exterior orientation 
parameters are datum-dependent. The other parameters were 
well determined by tie points. However, in the mentioned 
networks, due to the specific geometry of the camera stations, 
the camera constant was defined as a priori known parameter to 
avoid high correlativity of this parameter with check point 
coordinates. In addition, in the second network tumbling 
parameters were defined as a priori known parameters since 
they cannot be determined with a few control points. Although 
tumbling parameters are not datum-dependent, these parameters 
model the partial deviations of the orientation parameters of the 
camera during rotation. Therefore, for a good and reliable 
estimating, many control points, depending on the number of 
the tumbling parameters are necessary. We estimated the 
tumbling parameters of the EYESCAN in the camera calibration 
process using all control points. 
Table 2. Results of accuracy test (without tumbling modeling) 
  
Number of check points 151 
  
Number of control points 3 
  
RMSE of check points (X, Y,Z) (mm) | 9.72, 3.72, 3.60 
  
STD of check points (X, Y,Z) (mm) 1.68, 0.64, 0.60 
  
  
  
  
Gy (pixel) 0.17 (1.36 microns) 
  
  
Table 3. Results of accuracy test (with tumbling modeling) 
  
Number of check points . 151 
  
3 
Number of control points 3 
  
RMSE of check points (X,Y,Z) (mm) | 1.22, 1.04, 0.84 
  
STD of check points (X,Y,Z) (mm) 1.58, 0.60, 0.54 
  
  
  
  
ô, (pixel) 0.16 (1.28 microns) 
  
  
  
5. CONCLUSIONS 
We developed an advanced sensor model for panoramic 
cameras and showed its accuracy performance. We indicated 
the improvement of the sensor model by the modeling of the 
tumbling for two terrestrial panoramic cameras EYESCAN and 
SpheroCam. We measured the tumbling of the SpheroCam 
using a physical instrument, an inclinometer. The tumbling of 
the EYSCAN and also the SpheroCam was estimated after 
bundle adjustment process, in which the tumbling parameters 
were defined as additional parameters. We performed self- 
calibration with/without tumbling parameters for EYESCAN 
and SpheroCam to show the effect of the tumbling modeling. 
The estimated standard deviations for the observations in image 
space are 0.59 pixel for the SpheroCam and 0.33 pixel for the 
EYESCAN in the case of using all mentioned additional 
parameters, which shows subpixel accuracy for these dynamic 
systems. 
We also investigated the minimal number of control points for 
determining additional parameters. For the accuracy test 3 
control points and 151 checkpoints were used, in which 
tumbling parameters were considered as a priori known 
parameters. The achieved accuracy in object space is 1.22, 1.04, 
0.84 mm for the three coordinate axes (X, Y, Z) and is 
reasonable compared to the computed standard deviations. As 
mentioned before, tumbling parameters were determined in a 
camera calibration by means of control points. However, other 
methods should be investigated for determining the tumbling 
parameters, such as integration of a real time inclinometer or 
using additional object space information like straight lines, 
right angles, etc. 
The accuracy test with minimal number of control points 
confirmed that with these new devices we have additional 
powerful sensors for image recording and efficient 3D 
modeling. For the near future we plan to investigate further into 
aspects of network design based on the characteristics of the 
panoramic cameras and 3D object reconstruction. 
ACKNOWLEDGEMENTS 
We appreciate the cooperation of D. Schneider, TU Dresden, 
who provided us with the image coordinates and control point 
coordinates for the testing of the EYESCAN camera. We are 
also grateful to Prof. Dr. L. Hovestadt, ETH Zurich, who rented 
us his group's SpheroCam for the testfield investigations. 
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