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Calibration of a Terrestrial Laser Scanner - Institute of Geodesy and ...

Calibration of a Terrestrial Laser Scanner - Institute of Geodesy and ...

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6.3 Kinematic Application: Test Tunnel 129Figure 6.18 shows as example <strong>of</strong> one control point which was used to assess the accuracy<strong>of</strong> the kinematiclaser scanning. The sphere was already modeled by the point cloud to demonstrate the location <strong>of</strong> thecontrol point. The spheres were attached on bolts which were drilled in the concrete walls. The pointshadow produced by the sphere can be seen on the wall. Furthermore, the high resolution <strong>of</strong> the acquiredpoint cloud is obvious since the headlines <strong>of</strong> the posters hung on the walls are readable. The setting for thisdata sets show a velocity <strong>of</strong> the test trolley <strong>of</strong> v 0 3, the = scan resolution was 'middle' <strong>and</strong> the rotationtime was T « 0 04 s.normal to the motion direction.The vertical pr<strong>of</strong>iles show a regular gridbased on the orientation <strong>of</strong> the laser scannerThe point spacing in the vertical direction is only based on the scanningmode, the point spacing in horizontal direction can be adapted by changing the velocity <strong>of</strong> the test trolleyor by choosing a different rotation time.Figure 6.18: Point cloud <strong>of</strong> test tunnel based on kinematic surveying (detailed view).

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