Full text: Proceedings, XXth congress (Part 5)

International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B5. Istanbul 2004 
  
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Figure 3. Camera constellation 
The image acquisition was carried out from the top of two high 
buildings close to the groyne field. On each building two 
cameras were set up. Due to the altitude of the camera positions 
of about 40 m and a maximum distance of 400 m at the outer 
boundary of the area under investigation, the cameras point 
downwards with an angle of approximately 10 degrees. This 
camera constellation results in two overlapping stereo models 
I/II and I11/1V (see Figure 3). The orientation of the images was 
established manually after image acquisition. The orientation 
parameters are assumed to be constant for the acquisition of an 
image sequence. 
The centre of the area to be investigated has a distance from the 
cameras of approximately 200 m. At this distance the images 
have a scale of about 1 : 16 000. Assuming an accuracy of the 
image coordinates of 1 pixel (6.7 um) in image space, a 
theoretical standard deviation of 10.7 cm in X and Z, and 
142.9 cm in Y is obtained using standard error propagation 
formulae for the stereo pair I/II (see Figure 3). The poor 
&ccuracy in Y reflects the small stereo base. From the point of 
view of the application, however, the Z-accuracy is the most 
critical one. 
5. RESULTS AND ACCURACY CHECKS 
For the generation of the dynamic DSM approximately 100 
well distributed seed points were measured manually in the first 
stereo pair of the image sequence I/II. Using these seed points 
approximately 20 000 conjugate object points were determined 
automatically by image matching. Subsequently, matching of a 
5 min image sequence acquired with a frequency of 8 Hz was 
carried out as described in section 2 and 3. The sequence 
consists of 2 400 images. 
In the following the image matching results are checked by 
manual analysis and gauge data. First the comparison with the 
manual measurement is carried out for one epoch and 
afterwards with the gauge data for multiple epochs. 
5.] One Epoch 
Figure 4 shows the correlated points derived from the thirtieth 
stereo pair of the image sequence I/II and the associated 
orthophoto. 
Figure 4. Correlated points and associated orthophoto 
The image matching results were spot checked by manual 
stereo analysis. The manual stereo measurements have been 
carried out with the Image Station Z IV of Z/I Imaging. For 
some stereo pairs the DSM has been acquired twice. The 
standard deviation derived from double measurements amounts 
to approximately 10 cm in the surf zone, the results in the 
seawards area are slightly worse. 
The manual measurement was undertaken for several stereo 
pairs of the image sequence. At each time a part of the entire 
matched area was analysed. 
  
  
  
  
  
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Figure 5. Comparison of image matching and manual 
measurement (Profile through the DSM) 
Figure 5 shows a comparison of image matching and a manual 
measurement. The displayed data correspond to the profile 
highlighted in black in Figure 4. The profile represents a cross- 
section of the surf zone. Overall, the manual measurement is 
much smoother than the matching results. The beach is located 
at the left side of Figure 5. In the swash zone (Y = 892 m up to 
913 m) slight differences between the manual measurement and 
the surface derived by image matching arise. The small wave in 
the surf zone (Y = 902 m) is well detected by image matching. 
Discrepancies occur at the breaking wave (Y — 927 m) due to 
the inexact determination at the sea spray. In the manual 
measurement clearly identifiable points on the sea surface or on 
the sea spray were captured. The matching algorithm, on the 
other hand, compares the grey values of the left matching 
  
    
   
     
   
     
   
   
   
  
  
  
   
    
   
   
   
    
   
  
   
   
   
  
   
   
   
   
  
  
  
    
   
  
    
   
   
  
  
    
    
   
    
  
    
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