Digital photography measurement image-control point-distributing method based on GPS/INS
A photogrammetry and GPS base station technology, applied in the field of aerial photogrammetry, can solve the problems of not being able to reflect the advantages of DMC digital cameras, increasing the workload of field image control points, and shrinking baselines, so as to reduce field control points and reduce mapping Cost, the effect of reducing system errors
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Embodiment 1
[0043] Such as figure 1 As shown, the present invention is a kind of method based on GPS / INS digital photogrammetry image control distribution point, it is characterized in that, comprises the following steps:
[0044] Step 1, the design of the measured area: including base station layout, inspection field layout and flight route planning; wherein, the base station layout is to lay out 2 GPS base stations in the GPS network points above D level in the measured area, and determine the GPS base station and The relative position of surveying area makes the oblique distance between surveying area and 2 GPS base stations no more than 20 kilometers respectively; Described calibration field layout is to select the calibration field position in the measured area; Described flight path planning is Plan the route according to the topography of the measured area;
[0045]Step 2. Flight shooting of the survey area: Under the navigation and positioning of the airborne GPS / INS combined sys...
Embodiment 2
[0056] Using the above method, we surveyed and collected data in the Rongcheng survey area, and compared with the data in the Tongchuan survey area, some statistics are as follows.
[0057] Table 3: Statistical Table of Accuracy of GPS / INS Auxiliary Beam Block Adjustment in Tongchuan and Rongcheng Survey Areas
[0058]
[0059] It can be seen from the comparison of statistical data in Table 3 that in the Rongcheng survey area, we used four regular area network statistics with routes and baselines of 16*63, 16*58, 16*54, and 16*48 respectively. 16*45 area network scale accuracy. The error plane of the redundant control points of these four regional networks is about 14.3cm and the elevation is about 10.3cm, and the accuracy is very close to the error plane of 18.6cm and the elevation of 9.9cm in the redundant control points of the 16*45 regional network in Tongchuan survey area , but the maximum difference plane of the redundant control points of the four regional networks ...
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