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EuroSDR Projects - Host Ireland

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ICC used the same methods as Nebel + Partner, but according to them the automatic procedures in<br />

building extraction gave very bad results and most of the work had to be redone by hand (90%). The<br />

Hermanni test site was simpler and automatic results were better, so less editing was needed (30%).<br />

The use of aerial images did not modify the automatic procedures. They only helped the manual<br />

editing. The level of automation was considered medium for Hermanni and low for other test sites.<br />

3.1.4.5 Stuttgart University of Applied Sciences<br />

The level of automation differed in the test sites.<br />

In Hermanni the level of automation was high. Roof-top matching, form adaptation and mostly<br />

parametric building models were used. Most often a saddleback-roof-building was used. In one case<br />

the walls were taken away to combine three composite primitives. Very little manual adaptation of<br />

parameters was required after the form adaptation and the roof-top matching. Ground height was<br />

generally determined by matching. Copying capabilities were also used.<br />

In Espoonlahti the level of automation varied from low to medium. Mostly polyhedral buildings were<br />

measured. Ground height was generally determined by matching. Automatic snapping, rectangular<br />

and planarity enforcement were frequently used for the polygon measurements. For the very few<br />

buildings of type saddleback or hip-roof type roof-top matching, form adaptation and ground height<br />

matching were used.<br />

In Senaatti the level of automation was low. Mostly polyhedral building models were applied.<br />

Matching along gutter lines did not always work. Automatic snapping, rectangular and planarity<br />

enforcement were frequently used for the polygon measurements. Ground height was generally<br />

determined by matching.<br />

3.1.4.6 IGN<br />

In the IGN method the preparation (such as DSM and true ortho processing) is fully automatic.<br />

Cadastral plan editing and pruning is done manually. The level of automation in 3D reconstruction<br />

varies: the model driven approach is fully automatic, straight skeleton edition and 3D shape<br />

reconstruction is semi-automatic as is the dome edition module. Quality control is done automatically,<br />

but also visual control is performed. The Senaatti test site is more complex so there was more human<br />

interaction.<br />

3.1.4.7 FOI<br />

FOI used fully automatic procedures.<br />

3.1.4.8 C+B Technik<br />

In the C+B Technik method the building ground plans are needed, and if they are not available, they<br />

have to be created manually. The degree of automation differs according to the area type and the<br />

shape of the buildings. Especially in rural and suburb areas, where simple buildings and roof shapes<br />

can be found and the building polygons fit to the laser scanner data a very high degree of automation<br />

can be reached. In other areas, especially in downtown areas, where complex areas can be found, the<br />

subdivision of complex buildings into several computation parts can support the automatic process.<br />

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