Full text: Proceedings, XXth congress (Part 3)

   
  
  
   
   
   
   
   
  
    
  
   
   
   
  
    
  
   
  
    
   
  
  
  
   
     
  
   
   
  
  
  
  
  
  
  
  
  
  
   
   
    
   
   
   
   
  
  
  
   
International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B3. Istanbul 2004 
  
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Figure 3. Histograms of even and odd columns of the 3N band 
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2.3 Image orientation 
GCPs were collected from topographic maps of scale 1:25,000. 
The coordinate system used was the local map projection 
(Gauss-Krueger) and the local datum (Datum Lisboa). PCI 
software was configured in order to accept this reference 
system. Figure 4 shows the location of the points on the 3N 
image. All points were identified on both images. Heights were 
interpolated from contours with 10 m contour interval. 
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Figure 4. Location of the GCPs on image 3N 
The root mean square (RMS) of the residuals after the bundle 
adjustment in PCI software, of the residuals in these points, in x 
and y directions, are listed in table 1. 
  
  
  
Image RMS-x RMS-y 
3N 0.81 0.86 
3B 0.31 0.62 
  
  
  
  
Table 1. RMS of residuals in image orientation with 11 points 
Some experiments of reducing the number of GCPs were 
carried out. Some points were kept and the others were taken as 
check points (CP). Keeping the 4 points close to the image 
corners (6, 8, 9, 10), very small residuals were found but for the 
7 check points the RMS were large. Table 2 contains the results 
obtained for both images on the GCPs and CPs. 
  
  
  
GCPs CP 
Image RMS- | RMS-y | RMS-x | RMS- 
3N 0.02 0.04 1.78 1.81 
3B 0.17 0.71 1.21 3.93 
  
  
  
  
  
  
  
Table 2. RMS of residuals in image orientation with 4 GCPs 
and RMS of 7 CPs 
170 
Some experiments with 3 GCPs only, gave very bad results, in 
general with RMSs, both on GCPs and CPs, above 10 pixels. 
After experimenting different combinations of GCPs it was 
possible to conclude that 3 points are never enough to orientate 
the image. The minimum would be always 4 points. In order to 
have some redundancy for the least squares adjustment at least 
some 5 or 6 will be needed. 
Not much is known about internal procedures followed by the 
software. The requirement of a large number of GCPs is a 
limitation since the most interesting regions to apply satellite 
images are those where GCP availability is more difficult. 
Some alternatives would be possible, as for example, to fix the 
orbital data given in the ancillary data and let only attitude to be 
determined. That would be possible with 3 points only if the 
initial orientation data is accurate. 
Aster images are provided in the HDF format with ancillary 
data, among which there is a set of simulated GCPs. For a grid 
of points in image space the equations of projection rays, 
obtained from the orbital and attitude data, are projected onto 
the reference ellipsoid. These points are a total of 143 (13 by 11 
grid) for the 3N image and 176 (16 by 11) for image 3B, and 
completely cover the images. 
The accuracy of these points depends on the accuracy of the 
orientation data. In order to assess them they were used to 
rectify the images using polynomials. Third order polynomials 
presented residuals with RMS below 0.2 pixels for both images. 
Once images were rectified on the local mapping system, vector 
data (from 1:25,000 maps) was overlapped. Figure 5 shows 
streets in the city of Porto on images 3N and 3B, respectively. 
  
    
   
   
     
  
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Figure 5. Vector data superimposed on 3N and 3B images 
rectified with a 3 degree polynomial. 
8 
  
The lack of coincidence depends on the inaccuracy of the orbit 
and attitude data and on the height of the area. Height above the 
ellipsoid in the area of the figure is of 150 meters. It can be 
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