Int. Arch. Photogramm. Remote Sens. Spatial Inf. Sci., XLI-B1, 1213-1219, 2016
https://doi.org/10.5194/isprs-archives-XLI-B1-1213-2016
© Author(s) 2016. This work is distributed under
the Creative Commons Attribution 3.0 License.
 
12 Oct 2016
ERROR ANALYSIS FOR THE AIRBORNE DIRECT GEOREFERINCING TECHNIQUE
Ahmed S. Elsharkawy1 and Ayman F. Habib2 1MTC, Civil Engineering Department, Cairo, Egypt
2Lyles School of Civil Engineering, Purdue University, USA
Keywords: Direct Georeferencing, error analysis, EOP, IOP, GCPs, ISO and GPS supported AT Abstract. Direct Georeferencing was shown to be an important alternative to standard indirect image orientation using classical or GPS-supported aerial triangulation. Since direct Georeferencing without ground control relies on an extrapolation process only, particular focus has to be laid on the overall system calibration procedure. The accuracy performance of integrated GPS/inertial systems for direct Georeferencing in airborne photogrammetric environments has been tested extensively in the last years. In this approach, the limiting factor is a correct overall system calibration including the GPS/inertial component as well as the imaging sensor itself. Therefore remaining errors in the system calibration will significantly decrease the quality of object point determination.

This research paper presents an error analysis for the airborne direct Georeferencing technique, where integrated GPS/IMU positioning and navigation systems are used, in conjunction with aerial cameras for airborne mapping compared with GPS/INS supported AT through the implementation of certain amount of error on the EOP and Boresight parameters and study the effect of these errors on the final ground coordinates.

The data set is a block of images consists of 32 images distributed over six flight lines, the interior orientation parameters, IOP, are known through careful camera calibration procedure, also 37 ground control points are known through terrestrial surveying procedure. The exact location of camera station at time of exposure, exterior orientation parameters, EOP, is known through GPS/INS integration process. The preliminary results show that firstly, the DG and GPS-supported AT have similar accuracy and comparing with the conventional aerial photography method, the two technologies reduces the dependence on ground control (used only for quality control purposes). Secondly, In the DG Correcting overall system calibration including the GPS/inertial component as well as the imaging sensor itself is the limiting factor to achieve good object space.

Conference paper (PDF, 1816 KB)


Citation: Elsharkawy, A. S. and Habib, A. F.: ERROR ANALYSIS FOR THE AIRBORNE DIRECT GEOREFERINCING TECHNIQUE, Int. Arch. Photogramm. Remote Sens. Spatial Inf. Sci., XLI-B1, 1213-1219, https://doi.org/10.5194/isprs-archives-XLI-B1-1213-2016, 2016.

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