Method and device for correcting road acquisition relative offset deviation normal average share
A relative offset and partial normal technology, applied in the field of map measurement and calculation, can solve the problems of inability to guarantee shape points and reduce accuracy
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Embodiment 1
[0104] see figure 2 , this embodiment obtains a group of data from different data collectors, but the lanes in the data collector’s collection specifications are inconsistent with the original data specifications, plus collection errors, when the data is fused with the two, the data deviation has reached more than 10 meters. Among them, the five-pointed star is the deviation point, and the dot is the corrected point. The above data is corrected by using the method of this embodiment, the manual method and deleting some points, and correcting the difference after moving.
[0105]It can be found that the corrected data using the calculation method of this embodiment is completely connected. Through manual screening, no data with unreasonable fusion connection or strange shape was found. After the calculation and verification of curvature slope, the maximum deformation position, curvature change and slope The changes are far lower than the acquisition error, and the time consu...
Embodiment 2
[0108] Using the method of this embodiment, the data obtained by different data collectors are fused and docked, and the results are as follows:
[0109]
[0110]
[0111] It can be seen that, compared with the method of manually moving, since this embodiment can be obtained through continuous calculation, it does not depend on manual work. Therefore, the working time of one man is reduced from a maximum of six days to nine minutes, and the hooking effect is the same as that of a man. Compared with the method of deleting some points and correcting the difference after moving, the working time is reduced by more than 50%, and the mounting effect is greatly improved. The comparison with the coordinate offset points actually collected at the mounting point is the best, and there is no need for a separate curvature and slope adjustment work, the workload for the subsequent curvature and slope adjustment work is reduced by at least 1 man-day.
[0112] The above embodiments h...
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