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Figure 4: The computed surface and its a posteriori
accuracy
Let us firat look at a stereo pair of digital aerial
images shown in Figure 3. They represent a piece of
steep and rough wilderness with rock-debris. Each of
them has 240 x 240 pixels. The image scale is about
1 : 10000. This image material was also used to test
the feature based and least squares matching algo-
rithms and is regarded as the hardest one within three
selected projects (cf. Hahn/Fórstner, 1988).
Figure 4 shows the automaticly generated surface field
and its posteriori accuracy. It contains 30 x 30 lat-
tice points with 1 x 1 m? lattice size. All surface
heights of the same lattice points (900 points) was
also manually measured on an analytical measuring
device Planicomp C 100 as reference (cf. Fig. 5).
The precision of the manual measurements is about
495
HL
Figure 5: The same surface measured manually
MEAN: —O.313 m SDEV: 0.207 m
o 200 400 600 800
Figure 6: The difference between two surfaces
0.22 m (x 0.14 °/,, of flying height). Figure 6 illustra-
tes the difference between the automatically and the
manually generated surface fields. This difference can
be characterized by its mean (bias) and its standard
deviation against the bias. Taking the a posteriori ac-
curacy of the automatically generated surface (cf. Fig.
4) into account, the results are:
MEAN DIFF: —0.313 m (bias),
SDEV: 0.207 m (2 0.13 ?/,, of flying height),
where the precision of the surface reconstruction using
our algorithm is about the same as observed by the
operator.
Finally, we look at the image pair “House” (cf. Fi-
gure 7), which is one of the twelve image pairs for the
test on image matching of the working group III/4
of International Society for Photogrammetry and Re-
mote Sensing (cf. Gülch, 1988). This image pair has
been classified by the test organizer into the group
of high complexity for image matching, as it contains
almost all troubles, including discontinuities, occlu-
sions, shadows, and corruptions. Each image has a