In: Paparoditis N., Pierrot-Deseilligny M.. Mallet C.. Tournaire O. (Eds). 1APRS. Vol. XXXVIII. Part ЗА - Saint-Mandé, France. September 1-3, 2010
Note that, this scheme determines the bias term by projection
from image-1 to image-2. One can also perform bias term
determination in the inverse direction. Although the average of
the two results may be used as the result, in this study, only
one-directional bias compensation is performed.
Moreover, if the biases for both images are in the same
direction, the benefits of this method are questionable. Still, the
SRTM data will behave as anchors, similar to the GCPs.
3. EXPERIMENTS AND RESULTS
3.1.SRTM-Single IKONOS Image Registration
For single-image case, the registration accuracy is evaluated on
123 Ground Control Points (GCPs). The results are as presented
in Table 1.
Value GCP- Value r cg
Mean error
Gerror
RMS error
Latitude
2.13xl0' 5 °
1.54x1 O' 50
2.624x1 O' 5 °
Longitude
-5.56x10 5 °
1.46x1 O' 50
5 751xl0' 5 °
Height
-5.3 m
4.28 m
6.80 m
Plannimetric
5.28 m
1.64 m
5.28 m
Along UTMX
-4.54 m
1.15 m
4.68 m
Along UTM Y
2.43 m
1.65 m
2.93 m
Table 1. Error figures for SRTM-image registration, for 121
GCPs. IKONOS, (Hobart region, Australia)
The errors presented in Table 1 are based on:
i) SRTM plannimetric and height errors, 7.2m and 6.0m,
respectively [Rodriguez 2005].
ii) RPC projection bias (horizontal: -4.1 pixels, vertical:
-5.59 pixels)
iii) Imperfection of quadratic interpolation
As it can be observed from Table 1, geolocation errors are
mainly systematic shifts, effective in the entire image. At least,
they can be corrected by some systematic shifts. When the error
vector is investigated, it can be observed that the error is
consistent (e.g., in [-4m -5m] range for UTM X) over all GCP
points. The only exceptions are the ones that are near the lower
and upper lines of the image. In fact, this is a known
phenomenon.
RPC projection bias along u (vertical image axis) is 1.5 pixels
(corresponding to ~1.5m) more than the bias along v (horizontal
image axis). Axes u and v are almost aligned with UTM X and
UTM Y, respectively. This difference is directly reflected to the
error figures in Table 1. On the other hand, it is also noticeable
that the errors are smaller than RPC bias. This result may be
caused by another cancelling bias in SRTM errors. If SRTM
data were error-free, the error figures would have been higher.
This fact brings the conclusion that for another region, the bias
terms may add up to result in higher error figures.
The relations of geolocation error with terrain height, image
row number and image line number are also examined to
investigate the uniformity of the error behaviour. The results are
given in Figures 2, 3 and 4. Note that, UTM X, UTM Y and
Height are not correlated for our GCPs. As it is observed from
these graphs, the errors in UTM X and UTM Y are not related
to the position in the image, or terrain height, thus the
behaviour is close to uniform. On the other hand, the errors
along UTM X and UTM Y are quite (and inversely) correlated.
The reason for this phenomenon is unknown and to be
investigated.
Geolocation error vs Height
Height (m)
Figure 2. The effect of height in UTM Y (blue) and UTM X
(green) errors.
Geolocaùon error vs image row Index
Figure 3. The effect of image row in UTM Y (blue) and UTM X
(green) errors.
Geolocaon итог vs image column index
Figure 4. The effect of image column in UTM Y (blue) and
UTM X (green) errors.
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