#TITLE_ALTERNATIVE#
Photogrammetry in its processing is very limited by the ability of software to calculate the parameter, whether it’s the object coordinates or the camera orientation parameter. The orientation parameter is consisting of inner and exterior orientation parameter in which is consisting of camera pos...
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| Main Author: | |
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| Format: | Final Project |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/14055 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
| Summary: | Photogrammetry in its processing is very limited by the ability of software to calculate the parameter, whether it’s the object coordinates or the camera orientation parameter. The orientation parameter is consisting of inner and exterior orientation parameter in which is consisting of camera position and camera rotation. With help from RTK-GPS system, the camera position can be considered as constraint so the bundle adjustment calculation can be more efficient. But with the present of the offset between the GPS antenna and the camera, the measurement of the offset must be done first with Close Range Photogrammetry technique. With the offset data, capturing the Teknik Lingkungan building is done within this research. Some control point is measured on the object by a Total Station, and also used as check point for bundle adjustment result. Processing is done with Australis 6.0, but fail in bundle adjustment calculation, so the next calculation process is done by ERDAS IMAGINE 9.2. The result of ERDAS IMAGINE 9.2 calculation is proofed by compared to Agisoft PhotoScan 0.8 calculation result. Conclution of this research is efficiency of the calculation, with the decreasing of control points needed on the object. |
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