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International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B1. Istanbul 2004
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Figure 8 Geometric Accuracy after All Corrections
(ch.23, mirror A and B)
3. CONCLUSION
The processing system at the EOC for geometric correction was
modified on the following three steps.
1) The alignment of the GLI sensor against the satellite
(Sat/GLI alignment) was corrected on the base of photo-
grammetry by using the collinearity equations.
2) The addresses of detectors on the focal plane were modified
for the correction of the dependency of errors on channel
number.
3) The difference of mirror A/B side was corrected by using the
collinearity equations, too.
The geometric accuracy just after the launch was a few kilo-
meters on the ground. By the modification of processing system
at the EOC, the accuracy was improved so that it will be
expected about 1 pixel for 250m channel and less than one pixel
for Ikm channel image.
For the GLI products in which a higher accuracy is needed like
image composites, the precise geometric correction will be
conducted scene by scene using GCPs, where the satellite
attitude is treated as unknown. If a few GCPs are acquired for
one scene, the geometric accuracy of 250m image will be less
than one pixel.
Unfortunately, the ADEOS-II satellite was terminated on
October 2003. The lifetime was only about ten months. It
became impossible to monitor the earth environments in long
term, however, the data acquired in the operational term are
very important for various researches on the Earth Science.
Those data are processed to higher level products like
vegetation indices, SST, ocean colors, optical thickness, etc.
References:
JAXA/EORC, 2003, *ADEOS-II - Reference Handbook —
http://sharaku.eorc.jaxa.jp/ADEOS2/doc/document j.html
(accessed 28 April. 2004)
Paul Wessel, 1999, “GSHHS — A Global Self-consistent,
Hierarchical, High-resolution Shoreline database -*,
http://www.soest.hawaii.cdu/wessel/gshhs/gshhs. html
(accessed 28 April. 2004)