Int. Arch. Photogramm. Remote Sens. Spatial Inf. Sci., XL-1/W2, 163-167, 2013
© Author(s) 2013. This work is distributed
under the Creative Commons Attribution 3.0 License.
16 Aug 2013
A. Greiwe1, R. Gehrke1, V. Spreckels2, and A. Schlienkamp2 1Department Architecture, Civil Engineering and Geomatics, Fachhochschule Frankfurt am Main, Germany
2RAG Aktiengesellschaft, RAG Deutsche Steinkohle, Geschaeftsbereich Standort- und Geodienste, Herne, Germany
Keywords: DEM generation, micro UAS, camera calibration, Foveon Abstract. Since a few years, micro UAS (unmanned aerial systems) with vertical take off and landing capabilities like quadro- or octocopter are used as sensor platform for Aerophotogrammetry. Since the restricted payload of micro UAS with a total weight up of 5 kg (payload only up to 1.5 kg), these systems are often equipped with small format cameras. These cameras can be classified as amateur cameras and it is often the case, that these systems do not meet the requirements of a geometric stable camera for photogrammetric measurement purposes. However, once equipped with a suitable camera system, an UAS is an interesting alternative to expensive manned flights for small areas.

The operating flight height of the above described UAS is about 50 up to 150 meters above ground level. This low flight height lead on the one hand to a very high spatial resolution of the aerial imagery. Depending on the cameras focal length and the sensor's pixel size, the ground sampling distance (GSD) is usually about 1 up to 5 cm. This high resolution is useful especially for the automatic generation of homologous tie-points, which are a precondition for the image alignment (bundle block adjustment).

On the other hand, the image scale depends on the object's height and the UAV operating height. Objects like mine heaps or construction sites show high variations of the object's height. As a result, operating the UAS with a constant flying height will lead to high variations in the image scale. For some processing approaches this will lead to problems e.g. the automatic tie-point generation in stereo image pairs.

As precondition to all DEM generating approaches, first of all a geometric stable camera, sharp images are essentially. Well known calibration parameters are necessary for the bundle adjustment, to control the exterior orientations. It can be shown, that a simultaneous on site camera calibration may lead to misaligned aerial images. Also, the success rate of an automatic tie-point generation differs extremely between several photogrammetric software packages.

In this article, the calibration results of a suitable camera system will be shown. For a small format consumer grade camera, the authors will give the proof of ability for photogrammetric measurements purposes. This includes the results of different processing approaches for DEM generation of environments showing high object height variations.

Conference paper (PDF, 5293 KB)

Citation: Greiwe, A., Gehrke, R., Spreckels, V., and Schlienkamp, A.: ASPECTS OF DEM GENERATION FROM UAS IMAGERY, Int. Arch. Photogramm. Remote Sens. Spatial Inf. Sci., XL-1/W2, 163-167, doi:10.5194/isprsarchives-XL-1-W2-163-2013, 2013.

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