Full text: Mapping surface structure and topography by airborne and spaceborne lasers

the laser DSM is applied, whereas structuring is based on the 
automatic interpretation of the given ground plans. 
Figure 1 DSM from laser scanning with aerial image overlaid 
Usually our DSM data is collected by airborne laser scanning 
with a mean point density of one point per square meter. This 
type of data can already be used for the generation of realistic 
visualizations if an aerial image is wrapped over the DSM 
surface (Figure 1). Nevertheless, this type of data provides only 
iconic representations, there is no object related information 
available at this state. This object related information is for 
example required in order to enable queries on selected 
buildings or to integrate the data with a 3D GIS. Additionally, if 
the original DSM is applied for that purpose, the computational 
burden caused by the large amount of 3D points to be 
represented prevents the generation of animated visualizations. 
International Archives of Photogrammetry and Remote Sensing, Vol. 32, Part 3W14, La Jolla, CA, 9-11 Nov. 1999 
3 AUTOMATIC AND SEMI-AUTOMATIC 
BUILDING RECONSTRUCTION 
   
     
      
   
      
  
   
Decomposition 
into primitives 
D 2D primitives D 
Estimation of s 
3D parameters TN 
D Merging .. 
(CAD kernel) / 
| Reconstucted building | 
1 Texture — 
rm mapping 
Figure 2: Workflow for the automatic and semi-automatic 
reconstruction algorithm 
2D ground plan 
  
  
  
  
3D Primitive 
description 
   
  
  
Digital Surface Model 
  
  
  
Primitive surface 
description 
  
    
   
  
  
3D CAD description 
(.sat, .dxf) 
  
  
  
  
  
Terrestrial images 
(facade views) VR Model 
  
  
  
  
  
  
Figure 2 sketches the workflow of the reconstruction algorithm. 
Input data is on the left, output on the right and the flash icon 
marks the places where automatically derived data can be 
modified or amended. Processing starts by decomposing the 
ground plan polygon into 2D primitives (rectangles). Each 2D 
primitive is the footprint of a corresponding 3D primitive. The 
location, orientation, and the size of the 2D primitive applies as 
well for the 3D primitive. What remains to be determined are 
the parameters of the roof, namely roof type (currently one of 
  
   
    
   
   
    
     
Internatione 
a 
Figure 4: Reconstructe 
N 
Figure 5: Boundary re; 
flat, gable and hip), height of the building and roof slope. A 
In order to derive the required 3D CAD-model for each least squares estimation computes the best fit of the models to 
building, an abstraction and interpretation of the laser data is the given DSM. When several models are suitable, the one with ; 
necessary. This can be solved relatively easy based on human the smallest residual is selected. 
knowledge and interaction, but is very difficult to realize by 
automatic procedures. Hence, the key idea of our algorithm is to 
integrate the required human knowledge into the automatic data 
processing. This can be achieved by applying existing 
groundplans, which have been collected in advance by a human 
operator. Since the human knowledge is implicitly contained in 
these groundplans, an automatic reconstruction is feasible even 
for very complex buildings. Additionally, compared to 
approaches for automatic building reconstruction solely based 
on laser data also a much smaller density of laser footprints is 
sufficient. In the approach described by Vosselman (1999) 
seven points per square meter are required, whereas in our 
approach one point per square meter is sufficient. 
  
  
  
  
  
  
  
  
  
  
  
   
  
  
  
  
  
  
   
  
  
  
  
  
  
  
  
  
    
In addition to these algorithmic aspects the integrity of 2D and 
3D data sets can be guaranteed if the generation of the 3D urban 
model is based on the analysis of an existing 2D GIS. This also 
simplifies the common revision of both data sets. Finally, in 
case there are no existing ground plans available they can be 
generated before the actual reconstruction by manual 
digitization of ortho images or maps. This can be performed Figure 3: Decomposition of groundplans to rectangles 
with relatively small effort since a standard soft- and hardware- 
configuration is sufficient for this task. 
  
Figure 6: Reconstructe 
After this step, the i 
overlapping 3D solids 
a list of solid descripto 
desirable to find a b 
parts. As this is a stan 
to perform the necess. 
Finally, a non-overla 
Which can be exported 
 
	        
Waiting...

Note to user

Dear user,

In response to current developments in the web technology used by the Goobi viewer, the software no longer supports your browser.

Please use one of the following browsers to display this page correctly.

Thank you.