Full text: Technical Commission III (B3)

    
    
  
  
   
   
   
  
  
  
   
   
   
  
   
  
  
  
  
   
  
   
   
  
  
  
  
  
  
  
   
  
  
  
   
    
  
   
  
  
   
  
  
   
  
  
  
   
    
   
   
   
   
  
   
   
  
  
  
   
  
   
  
   
  
    
XXIX-B3, 2012 
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ed image on 3D pris- 
! 
5 
dimensional urban re- 
roposed two different 
ges and DSMs of Tu- 
), we have performed 
. For testing shape de- 
ferent analysis; object 
«el based shape detec- 
detection performance 
f the algorithm can de- 
cted shape. Based on 
shape model based ap- 
orrectly (88.87% true 
detected in non-built 
nodel based approach 
ly (82.79% true posi- 
ted in non-built areas. 
'd by considering how 
:ted correctly. The ac- 
| 82.12 % of building 
Is in the result shape 
It areas. However, the 
96.26 % of building 
s in the result shape 
lt areas. Shape detec- 
del based approach is 
res, and the prismatic 
ilding shape cannot be 
ver, if the building lo- 
approach can estimate 
does not contain dis- 
'h has in the connected 
imation performances, 
  
the best approach is to use LIDAR data of the same region for 
comparison. Unfortunately, for the test region the LIDAR data 
does not exist. Therefore, the height estimation of the results are 
checked by comparing the mean of building height differences 
from the ground in result data and in nDSM data. In this com- 
parison, the active shape model based approach gave 0.586 meter 
difference value, and the prismatic model based approach gave 
0.724 meter difference value. The low differences of the build- 
ing height values from nDSM data indicates the reliable results of 
the proposed automatic approaches in building height assignment 
steps. 
5 CONCLUSIONS 
Herein, we introduced two different approaches for automatically 
3D city model generation using DSMs which are obtained from 
very high resolution satellite images. Besides proposing new ap- 
proaches for 3D model generation, we provided quantitative com- 
parisons of the 3D models based on building shape detection and 
height estimation performances. In order to give an insight view 
to the reader, we also discussed computation time requirements 
and implementation difficulties of those approaches. To test our 
algorithms we used two test areas which have completely differ- 
ent structuring types. We used DSMs obtained over Munich and 
Tunis cities by using WorldView-2 satellite sensors. However, the 
final assessment prove that the methodologies lead to very good 
results. We believe that the results can also assist the applications 
like detailed city monitoring, change detection, urban structure 
analysis, planning, damage investigations, and population assess- 
ments. 
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