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EuroSDR Projects - Host Ireland

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assumption is made: the two longest parallel sides of the building each have one roof plane orientated<br />

towards the side of the building, meaning a surface normal on the roof plane is perpendicular in the<br />

xy-plane to the side of the building. This means that every point is examined regarding its surface<br />

normal, and surface normals perpendicular to the side of the building and with approximately the<br />

same orientation are grouped. The result is two groups of surface normals – each group representing a<br />

roof plane.<br />

The points of each roofplane are now adjusted by the principles of Least Squares adjustment and a<br />

method called "the Danish method" (Juhl 1980). The Danish method is a method used in adjustments<br />

and is used to automatically weight down points with large residuals compared to the determined roof<br />

plane from the Least Squares adjustment. This means that points not belonging to the roof plane, e.g.<br />

points on chimneys, are sorted out of the group automatically and will not have influence on the final<br />

determination of the parameters of the roof planes (Juhl 1980).<br />

Gable roofs at different levels will also show only two groups of points with approximately similar<br />

surface normals, because the method cannot distinguish between roof planes at different levels. To<br />

find the border between the buildings a gradient filter is applied to the grid and large gradients are<br />

grouped by means of a connected components analysis. Groups are adjusted by Least Squares<br />

adjustment to a line and thus a building with gable roofs at different levels is divided into rectangular<br />

buildings with two roof planes.<br />

3.1.2.12 Dresden University of Technology<br />

The Dresden method (Hofmann, 2004) only uses point clouds obtained by a pre-segmentation of<br />

airborne laser scanner data. All work was carried out by an experienced person. It is a plane-based<br />

approach that presumes that buildings are characterized by planes. It utilizes a TIN-structure that is<br />

calculated into the point cloud. The method only uses point clouds of the laser scanner data that<br />

contain one building. In order to get such point clouds polygons coarsely framing the building can be<br />

used to extract the points (e.g.in ArcGIS). The polygons can be created manually or map or ground<br />

plan information can be used. See Figure 3-22 to Figure 3-25.<br />

Figure 3-22: Building model algorithm by Dresden.<br />

37

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