Full text: Proceedings, XXth congress (Part 2)

  
International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B2. Istanbul 2004 
  
in the mobile phone market which were pushing the 
development of automated methods rather hard and many pilot 
projects were performed, but with some few exceptions the 
major parts were performed with classical stereo measurements. 
We can see applications of semi-automatic methods in the 
private sector focusing on small building projects in central city 
areas for planning purposes or on larger downtown areas for 
animation purposes, but very few cities have so far gathered 
their own 3D city models for planning purposes. It is often 
bound to the mayor or a certain city department to push this 
development. In this regard it is a difficult business rather than 
a common trend on the geoinformation market. 
Some state authorities focus on parcel and road extraction in 
high resolution satellite data or on building extraction in aerial 
imagery and are using building models as control structures for 
automated image orientation. The good news is that automated 
feature extraction is increasingly used in education on 
university level. 
2.2 Commercial systems and research 
Most of the approaches presented in the first "high" time of 
research on feature extraction from Aerial and Satellite data and 
Laser scanning DSMs (e.g. Grün et. al. 2001) have not reached 
a practical level, but have disappeared completely due to the 
end of a research project, change of staff or interest. 
Other reasons were the often not very practical requirements of 
some research prototypes, like e.g. 6-8 overlapping excellent 
photographs in colour. This is simply not realistic in practice 
and these huge extra costs were never really justified by 
overwhelming results and empirical proof. Another reason was 
in most cases the lack of reliability. Algorithms which fail 
when changing to a new set of real input data are not useful for 
cartographic feature extraction at all. There was quite late an 
insight of Computer Vision people, that full automation does 
simply at the moment not work for real world applications, so 
they changed to semi-automatic approaches, but adapted very 
quickly and showed very promising results. Another 
observation is still the lack of editing tools in the so-called 
automatic approaches to finalize the job, when automation did 
not succeed. 
LESSON 2: Full automation of cartographic feature 
extraction is not yet possible. Semi-automatic systems 
assisted by an operator seem to be the best solution for the 
near future. Editing capabilities of results are an 
indispensable requirement. 
2.3 Modelling 3D worlds — Standards? 
Other major obstacles encountered were the problems of 
missing standards for 3D modelling in GIS and CAD, but 
simply also the lack of standards for the orientation data of 
input images. 
The standardization in this field is something which must be 
urgently attacked by international organizations and vendors. It 
is only economically acceptable if there a handful of standards 
for image orientation data to be addressed by the vendors. In 
this respect EuroSDR has taken an initiative and opened a 
project on InterOCI - Interoperability for Orientation and 
Calibration data of Photogrammetric Images (EuroSDR, 2004). 
Concerning the output the implemented GML functionality is 
regarded as the most feasible solution in the future as it allows 
the storage of geometry, topology and thematic features in a 
common framework, which is not possible by DXF and other 
CAD formats. Especially for the integration into a distributed 
    
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web architecture GML is the preferred exchange standard for 
services like the Web Feature Service (WFS) of the Open GIS 
Consortium (OGC). In this context a Special Interest Group 3D 
of the GDI in Northrhine-Westphalia (SIG3D, 2004) is 
elaborating on 3D standards and visualization, which is 
increasingly asked for by many users. Detailed geometrical- 
topological base models and LoD definitions have been 
elaborated and are tested in 3D pilots. An interesting extension 
is the automated linkage with terrestrial sensors (cameras and 
laser), which should be one of the major research issues for the 
forthcoming years. 
2.4 Automated modules for feature extraction in digital 
aerial imagery 
inJECT (Gülch et al. 2000, Gülch and Müller, 2001) was 
originally designed for semi-automatic feature extraction in 
aerial imagery. It has been substantially improved not only to 
be able to support parametric 3D building models, but also 
polyhedral objects. Figure 1 shows the Senaatti test site of 
EuroSDR's project on building extraction. Two students have 
derived the complex buildings in 3D using a pre-release version 
of inJECT 1.9. The result is shown in Figure 2 as a textured 
VRML model. 
inJECT has been lately enhanced by automated modules for 
linear and area features specifically in orthophotos and 
geocoded satellite imagery. They are described in more detail 
in (Ohlhof et al., 2004). In addition to this the introduction of 
attributes is now available. inJECT is used by companies and 
administrative authorities as well as in academia for teaching 
purposes. 
  
          
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EuroSDR's building 
  
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Figure |. Senaatti test site of 
extraction project. 
Concerning area features an approach has been implemented in 
a special version to automatically derive the outline of areas in 
orthophotos by giving only a start polygon (e.g. triangle) inside 
such an area. The approach is a combination of deformable 
models and region growing techniques in a statistical 
framework under the Minimum Description Cost environment. 
This approach is called region competition. In a final 
processing step the parcel contours are smoothed. An example 
of a start situation, the result of region growing and a final 
generalization of the contour is given in Figure 3. Other parcels 
are shown in Figure 4. 
The tool for the measurement of linear features (in particular 
road networks) is based on a line tracking algorithm, where the 
user first defines a starting point and the measurement direction 
in the image. After that the procedure starts and measures 
automatically points along the middle axis of the particular line. 
       
    
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