International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV. Part Bl. Istanbul 2004
also by the atmospheric conditions. An edge analysis was
leading to a point spread function corresponding to a pixel size
of 7.5m. In relation to this effective pixel size the orientation
with 8 unknowns (affinity view directions) but also with just
3 unknowns (shift in X and Y + nadir angle) is corresponding to
|.1 pixels. An adjustment with just the two shift parameters is
leading to root mean square differences of 1.3 pixels.
3.5 KVR-1000
RMSX RMSZ
CORIKON $8 unknowns (affine + 10.26 m 11.49 m
view direction)
CORIKON 6 unknowns (affine) 10.42 m 10.77 m
CORIKON 4 unknowns (shift X.Y, 10.26 m 12.55m
affine 3 and 6)
CORIKON 2 unknowns (shift X, Y) 14.81 m 17.10 m
Table 6. root mean square discrepancies at 44 control points
from map 1: 50 000 of KVR-1000 pixel size=1.6m
The panoramic KVR-1000-photos are distributed as original
copies but also as digital images projected to the ground. For
this scene only control points digitised from topographic maps
have been available, so not the quality of the KVR-1000, but
the control point quality has been checked. An improvement of
the view direction was not necessary, but beside the shift in X
and Y also a small rotation, covered by the affinity parameters 3
and 6 was available.
Like with the IRS-1C an edge analysis did not confirm the
available pixel size of 1.6m. The image quality corresponds to a
pixel size of 2.2m but nevertheless this is quite below the
achieved accuracy reached with the control points digitised
from the map.
4. CONCLUSION
It has been shown that a reconstruction of the imaging
geometry, like used in the Hannover program CORIKON, is
able to solve the orientation of satellite images rectified to a
plane with constant height or a very course DEM. These images
traditionally are named also as level 1B images, but for
IKONOS it is named CARTERRA Geo and for QuickBird
OrthoReady. In general an accuracy of 1 pixel or even better
can be reached under operational conditions if the control point
accuracy and definition is sufficient.
The orientation unknowns should be checked for significance
and correlation to avoid problems with not optimal distributed
control points. This is possible with a first adjustment using all
8 unknowns (6 affine parameters, nadir angle and azimuth of
the view direction in relation to the scene scentre) if at least 4
control points are available. Based on the result of the first
adjustment, the not required unknowns should be taken out of
the solution. For the view direction this should be done
automatically by the program to avoid problems with an
extrapolation out of the three dimensional area of control
points. The final orientation can be made with only few
unknowns; in some cases a shift in X and Y of the terrain
corrected data is sufficient. The orientation of course is only the
first step of the data handling, the determined orientation
parameters have to be used in a corresponding orthoimage
module and a module for the calculation of three dimensional
ground coordinates of stereo scenes.
5. ACKNOWLEDGEMENTS
Parts of the presented results have been supported by
TUBITAK, Turkey and the Jülich Research Centre, Germany.
Thanks are going to Dr. R. Passini, BAE ADR, Pennsauken, NJ
for the support with data and the data acquisition and also to Dr.
K. Eren, Geotech Group, Riyadh for the data sets in Saudi
Arabia.
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