point in right image.
3) finding the matching point in left image
using the patch as target image.
4) differencing the positions of the two left
points.
5) if the difference does not exceed the given
value the system will accept the matching result.
The QC method has been found to be effective. Soon
the AEDAS will use a new method to detect and remove
the gross error. The following is the details:
1) orthorectifying with left and right image
respectively. That means the system gets wo
orthophotoes that shoudn't have any deformation and
that only have gray difference.
2) matching the orthophoto in desired grid. In
the theory, the matched point is the same point. If
the ofsset does not equal zero, the orthophoto patch
around the point and the height of the point is
wrong. However, it doesn't matter because the offset
is just the corection. So the system can correct the
height and re-orthorectify the patch.
Outputs
The outputs consist of precise object space
positions, orientation data, DTM, orthphoto data and
every kind of QC data.
EXAMPLE AND RESULTS
In the example a pair of photo will be
processed. The basic information of the data source
is listed as follows:
photo size 23 x 13 cm
photo scale 1: 10000
scanning resolution 50 microns
image size 4600 x 4600 pixels
DIM interval 20 m
The following is the main production time and
accuracy:
Inner orientation 2/30"
Relative orientation 9^30" 0.0045 mm
Resamp le 10700"
DTM Generation 15700" 0.2 pixel
(150x120 points) € 20 points per second)
DTM editing 37.00”
Ortho 10/00”
CONCLUSION
The AEDAS system has been found effective by
experiments. In the future, we wil perfect our
system by adding other functional part to AEDAS such
as photo scanner for scanning, mosaicing to
mapsheet, outputing to film recorder, perspective
scene generation, even better matching method. we
also will make use of the VÀ-1 vector accelerator to
save processing time greatly.
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REFERENCES
[1]. G.Borgefors, "Hierarchical chamfer matching:
a parametric edge matching algorithm" IEEE PAMI Vol.
10. No. 6. pp. 849-865, 1988.
[2]. S.T. BARNARD and W.B. Thompson "Disparity
analysis of images" IEEE PAMI. Vol.2, N0.4 pp.
333-340. 1980.
[3]. W. Forstner and E. Gulch. "A fast operator
fordetection and precise location of distinct point,
corners and centres of circular features” ISPRS
Intercommission Workshop, Interlaken, 1987.
[4]. C. W. Molander and J.F. Otto, " Digital
terrainmodel data extraction and editing on the
pegasussoftcopy workstation” Technical Papers
ACSM-ASPRSAnnual Convention, Baltimore, 2: pp.
151-161 1989.
[5]. M.Claus, " Digital Terrain Models through
Digital Stereo Correlation” , Pattern Recognition in
Photogrammetry, Graz 1983.
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