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- 25 pixels for the maximum difference to the initial
values (corresponding to a maximum height diffe-
rence between adjacent points of about 30 m),
- a maximum of 10 adjustment iterations.
For STEP different values were investigated. Since the
computing time increases roughly by STEP?, STEP
should be chosen as large as possible. On the other hand
it was found that neighbouring template matrices must
overlap in order to achieve acceptable results. This
means that STEP must be smaller than the size of the
template matrix. Best results were obtained for values
between 10 and 15. For STEP = 10 the algorithm pro-
vided more than 230.000 conjugate points. From the
criteria mentioned above pmin = 0.6 proved to be the
most important one. More than 70 % of those points,
which were found to be incorrect, had a correlation
coefficient below 0.6. The coverage of the images was
fairly equal.
For the bundle adjustment the following information
was introduced:
interactively measured image coordinates of the 834
check points. The observations were treated as un-
correlated with an equal standard deviation of
Oo= Sum.
- automatically derived image coordinates of about
6600 equally distributed conjugate points such that
correlation coefficient of each point is a local maxi-
mum with the same o,,
- avarying number of equally distributed GCP with a
standard deviation of Oxccr = Oyccer = 3 m and
OZGCP = Sm.
- the XYZ object coordinates for the projection cen-
tres of the 2 * 4 orientation images with a relative
accuracy of 1 m and with an absolute accuracy of
1000 m.
4.1.2. Results. The results can be seen in table 1.
Besides the introduced number of GCP the root mean
square errors of all three object coordinates derived
from the check points are given. The following conclu-
sions can be drawn:
- according to the accuracy requirements five to six
GCP are sufficient in order to obtain accurate re-
sults,
- the accuracy in Z lies between 5 and 7 m,
469
"— of RMS errors of object coordinates
X Y Z
5 13.1m 21.5 m 7.0 m
6 13.6 m 17.4 m 5.5m
10 12.9 m 16.2 m 6.2m
15 12.8 m 15.5 m 4.3m
Table 1: Results of point determination
- the planimetric accuracy is worse by a factor of 2 to
3. This phenomena has also been observed by other
authors /Dowman 1992/. A possible explanation for
this result is the following: most of the check points
are road crossing centres, and thus lie in relatively
flat areas. If a point at the border of the road rather
than in the middle is measured by accident, the
resulting height is still correct, but the derived XY
coordinates are not. These identification errors can
not be detected in the adjustment.
- the accuracy in X is better than in Y. This is a
consequence of the use of line imagery: the parallel
projection in flight direction (similar to the Y axis)
is less stable than the central perspective in the
direction perpendicular to the flight path.
With the determined elements of exterior orientation
from six GCP a forward intersection was performed for
each pair of conjugate points obtained from image mat-
ching. Subsequently a DTM was generated using the
HIFI programme package /Ebner et el. 1988/. In order
to determine the DTM quality, and thus to check the
matching results, heights for the 834 check points were
interpolated from the derived DTM and compared to
the known values. An empirical standard deviation of
10.8 m was obtained. This value represents an inde-
pendent check of the whole procedure (matching, point
determination, DTM generation) over the entire image.
It must be regarded as a very good result considering the
small base-to-height ratio of 0.4.
The generation of an orthophoto is a standard task given
the results computed so far. In this project each ortho-
photo pixel was projected into one of the images (the
cloudfree image from November 8) using the pixel-by-
pixel method /Mayr, Heipke 1988/. Since the necessary
orientation elements are given for each image line and
thus for each point in image space after the bundle
adjustment, but not explicitly for an arbitrary point in