International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B1. Istanbul 2004
2. DATA
Within the Initiative, CNES and DLR Oberpfaffenhofen
provided the data set number 9 (Chiemsee), consisting of:
e two stereo images from SPOTS-HRS sensor with
corresponding metadata files;
e the description of the exact position of 81 object points in
Germany, measured with surveying methods;
e reference DEMs produced by Laser data and conventional
photogrammetric and geodetic methods.
In the next paragraphs the main data characteristics are
reported.
2.1 SPOT-5/HRS scenes
The two stereo images were acquired on 1% October 2002 in
the morning from 10:15 to 10:18 (forward) and from 10:18 to
10:21 (backward) over an area of approximately 120x60 km? in
Bavaria and Austria.
Each image is 12000 x 12000 pixel large, with a ground
resolution of 10m across and 5 m along the flight (parallax)
direction. The scenes were acquired in panchromatic mode in
stereo viewing along the flight direction with a base over height
ratio of 0.8. The two telescopes contained in the HRS
instrument scan the ground with off-nadir angles of -20 degrees
(forward image) and 120 degrees (backward image). Each
telescope has a 580 mm focal length and a focal plane with a
CCD line of 12000 pixels, 6.5 um size. The main sensor
characteristics are reported in Table 1.
The scenes cover an area with flat, hilly and mountainous
(Alps) terrain, agriculture areas, towns, rivers and lakes. The
height ranges between 400 m and 2000 m. Clouds are absent
(Figure 2).
The metadata files contain information on the acquisition time
and image location, ephemeris (sensor position and velocity
from GPS at 30 seconds time interval, attitude and angular
speeds from star trackers and gyros at 12.5 seconds interval),
sensor geometric (detectors looking angles) and radiometric
calibration. For a detailed description of the metadata file see
DIMAP site. The on-board determination of the satellite
position and the absolute dating are supplied by DORIS
(Doppler Orbitography and Radiopositioning Integrated by
Satellite).
DORIS is a one-way microwave tracking system developed for
precise orbit determination (1m RMSE) by GRGS (Groupe de
Recherches de GFodEsie Spatiale) and IGN (Institut
GFographique National). The concept is based on a ground
segment (of globally positioned tracking stations) and a space
segment (i.e. DORIS as a passenger payload in a satellite
consisting of a receiver, an ultra-stable oscillator and an
antenna). There is also a control centre as part of the ground
segment, located at CNES (Gleyzes et al., 2003). The onboard
receiver measures the Doppler shift of uplink beacons in two
frequencies (fl1 = 2036.25 MHz, 2 = 401.25 MHz), which are
transmitted continuously by the DORIS ground network of
stations. One measurement is used to determine the radial
velocity between spacecraft and beacon, the other to eliminate
errors due to ionosphere propagation delays.
Table 1. SPOT5-HRS characteristics (Source CNES).
Mass 90 kg
Power 128W
Dimensions Ix 1.3x0.4m
Field of view 8
Focal length 0.580 m
Detectors per line 12,000
Detector pitch 6.5 um
Integration time per line 0.752 ms
Off-nadir angles:
-forward 20]
-backward -20f
Spectral range (PAN) 0.49 um - 0.69 um
Ground sample distance:
-across track 10m
-along track 5m
Modulation transfer > 0.25 function
Signal-to-noise ratio 7 120
a
+
Figure |. SPOT-5/HRS along-track image acquisition
(Source: CNES).
2.2 Reference DEMs
The reference DEMs provided by DLR Oberpfaffenhofen are:
e 4 DEMs in southern Bavaria (Prien, Gars, Peterskirchen,
Taching) created from Laser scanner data with a point
spacing of 5 meters and an overall size of about 5 km x 5
km. The height accuracy is better than 0.5 m;
e | DEM (area of Inzell, total: 10 km x 10 km, 25 m spacing)
partly derived from laser scanner data (northern part, height
accuracy better then 0.5 m) and partly derived from contour
lines 1:10 000 (southern part, height accuracy of about 5
m)
e. A large coarse DEM (area of Vilsbiburg, 50 km x 30 km)
with 50 m spacing and a height accuracy of about 2 meters,
derived by conventional photogrammetric and geodetic
methods.
In Table 2 the principal characteristics of the reference DEMs
are summarised.
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