Full text: Proceedings, XXth congress (Part 1)

   
   
    
    
   
   
   
   
    
   
    
    
   
    
    
    
    
   
     
    
  
   
     
    
  
   
    
    
    
     
    
    
   
   
   
      
    
   
    
   
    
  
  
  
  
   
   
  
    
  
  
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International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part Bl. Istanbul 2004 
The points are usually located closely to road junctions, so the 
distance to the exact image position had to be estimated ( see 
figure 3) 
    
  
   
  
position close to street junction 
The image orientation has been determined with the Hannover 
program BLASPO for the bundle orientation of satellite line 
scanner images. It is using just the given view direction and the 
general orbit information (inclination and ellipse specification) 
in addition to control points. 4 unknowns have to be determined 
together with some additional parameters. At least one 
additional parameter has to be used for respecting the satellite 
speed. So by theory, the orientation could be determined just 
with 3 control points, but finally 46 have been used for the 
southern and 14 for the northern model. No control points are 
available in the Austrian part, so on the right hand side (figure 
4) no points are located. For the northern model control points 
have been distributed only for the south-west part (figure 4, 
right hand side). This is not an optimal distribution, but the test 
area Vilsbiburg is well surrounded by control points, so no 
problems have to be expected. 
matching in the image space with region growing. The least 
squares method is the most accurate possibility of image 
matching with advantages especially in inclined areas. A 
matching in the image space allows a use for any image 
geometry; no special mathematical model is required. At least 
one start point with the corresponding positions in both images 
must be given. From this seed point neighboured points in any 
direction are determined by matching and these are again seed 
points for the next. 
An image matching is only possible with some image contrast, 
so a matching on a water surface is not possible, but also in the 
forest some problems may occur because of limited grey value 
variations. 
  
Figure 3. typical location of control points with estimated 
  
  
  
  
Figure 5: grey value histogram of both HRS-scenes 
for both: standard deviation = 24 grey values 
  
  
Figure 6: typical grey value 
histogram of an open forest, 
standard deviation = 6.1 grey 
values 
  
  
  
  
  
  
  
  
  
  
  
Figure 4. distribution of control points: 
left: southern scene right: northern scene 
  
  
The bundle orientation was leading for the southern model to 
following root mean square discrepancies at the control points: 
SX=6.0m, SY=5.8m, SZ=3.9m and in the northern model to: 
SX=7.7m, SY=5.0m, SZ=3.5m. So the results for both models 
are similar. Respecting the problems of the point identification 
this is a sufficient result in relation to the pixel size of 5m x 
10m. The better results for the height are demonstrating the 
higher accuracy potential of the SPOT HRS system. The 
vertical accuracy corresponds to a standard deviation of the x- 
parallax of 0.6 pixels (in relation to the Sm pixel size in orbit 
direction). 
The orientation accuracy has been confirmed by the image 
matching. The rmse between vertical differences of the control 
points and the matched DEM is just 3.06m; that means it is 
better than the Z-discrepancies of the orientation. This can be 
explained by problems of the manual pointing of the control 
points which is not so accurate like automatic matching. 
4. IMAGE MATCHING 
The image matching for the generation of the DEM has been 
made with program DPCOR. It is using a least squares 
441 
The grey value variation for both scenes (figure 5) is not 
optimal, but sufficient with the exception of some parts in the 
forest (figure 6). Depending upon the area, 85% to 90% of the 
possible points in the southern model have been matched with a 
sufficient correlation coefficient exceeding the used limit of 0.6. 
As it can be seen in figure 7, the success of matching is not 
equal distributed. A matching is very difficult if it is too steep. 
In addition a matching is also not possible in the snow covered 
parts — only the border of the snow can be used. But in general 
the coverage is satisfying and sufficient for a DEM generation. 
The quality map of the image matching (figure 7) shows very 
well the areas where the matching is more difficult. Especially 
in the forest areas (dark parts) the contrast is limited causing 
also a low correlation coefficient which sometimes is also 
below the used tolerance limit of 0.6. The frequency 
distribution of the correlation coefficient is varying dependent 
upon the landscape. On the left hand side of figure 9, the 
frequency distribution of the typical sub-area shown in figure 8 
is shown, where 92% of the possible points have exceeded the 
acceptance limit of r=0.6, while on the right hand side the 
extreme situation of the steep mountains, partially with forest 
and also several small lakes is shown, where only 85% of the 
points have been above the limit. 
   
 
	        
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