Full text: XVIIIth Congress (Part B3)

   
etail) 
  
up to now the scanner 
er resolution than it is 
ns. Although there are 
trix cameras with high 
line-scanning systems 
of their extended spec- 
apabilities. 
irameters of the above 
AOSS consists of clear 
clear as well as 4 colour 
  
  
  
  
  
  
at FOV | Number of 
)0m | (deg) | pixel/line 
rad 
25 42.96 716 
30 78 512 
20 34.2 512 
27 80 5184 
.04 12 5184 
  
  
  
aracteristics 
lg sensors 
inna 1996 
  
It becomes obvious that for the geometrical processing of 
these image data with pixel- or subpixel-accuracy sensor 
position and pointing has to be provided with a quality and 
density which can only be realized by modern techniques 
like INS, GPS and DGPS. 
2. FIELDS OF APPLICATION 
Image data of airborne scanners are widely used and 
processed with respect to environmental studies and the- 
matic investigations. Due to the lack of sophisticated tools 
for accurate geometric processing, an enormous amount 
of time and cost consuming interactive operations, in par- 
ticular the selection and definition of ground control 
points, are necessary up to now. 
Nevertheless, there have been many investigations de- 
monstrating the typical capabilities of this type of image 
data. The applications cover a broad variety of different 
disciplines as there are hydrology, agriculture, climato- 
logy, forestry, urban planning, etc. 
Without appropiate geometrical correction the results of 
such investigations can be regarded as helpful if geome- 
trical concerns are supposed to be of minor importance. 
This implies that the relations to other types of information 
which are commonly provided in geoinformation systems 
(GIS) are not relevant. However, the general trend to 
merge information from different sources and to analyse 
dynamic changes by means of multitemporal data impose 
a strong need for the provision of geometrically corrected 
scanner imagery. 
3. GEOMETRIC CHARACTERISTICS 
OF AIRBORNE SCANNER IMAGERY 
The principal idea of using a line-scanner is to image the 
Earth's surface by the combination of scanning operations 
and the sensor movement above the ground. Because it 
is a time dependent procedure it becomes obvious that 
    
x 
line-scanner system 
ER 
| Flight path - 
analogue aerial system 
Du 
“| Flight path _ 
  
  
> - 
  
  
  
  
  
  
Figure 2: Simplification of the projection geometry of a 
photographic and a line-scanner system 
International Archives of Photogrammetry and Remote Sensing. Vol. XXXI, Part B3. Vienna 1996 
  
sensor velocity and scan rate must be synchronized. De- 
viations cause underscans (gaps in image information) or 
overscans (redundant image information). Another reason 
for such effects can be changes in terrain heights. There- 
fore scan lines should adjoin each other in an optimal way 
for maximum altitude of the actual flight area. This is how 
underscans can be avoided. 
Because of the basic principles of line-scanner techniques 
the geometric characteristics of the imagery acquired 
differ generally from that of aerial photography. Whereas 
photographs show central perspectivity the scanner 
image data are mixed projections. The terrain is imaged in 
parallel projection in the direction of the flight and in cen- 
tral projection across the flight line. This effect is schema- 
tically sketched in Fig. 2. It is obvious, that this is valid 
only if we assume an ideal trajectory without any distor- 
tions. 
However, the operational conditions are much more com- 
plicated. The real trajectory of an airplane shows con- 
siderable deviations from an ideal one. Atmospheric tur- 
bulences and other influences result in rather irregular 
distortions of higher or lower frequencies. This is why the 
trajectory cannot be assumed to be a straight line. Fur- 
thermore sensor orientation varies due to changes of the 
flight attitude parameters, and therefore sensor pointing 
differs from nadir viewing, introducing roll, pitch and yaw 
angles. 
The geometric correction of scanner image data requires 
a full reconstruction of the dynamic changes of the sensor 
orientation during the flight. This can not be achieved if 
the reconstruction is based only on ground control points. 
Therefore orientation parameters for each scan line are 
necessary. Due to the high frequency components of the 
orientation changes it is necessary to record flight attitude 
parameters with the same density as the scan frequency. 
This is possible with a combination comprising DGPS and 
INS systems. With DGPS precise scanner positions with 
an appropriate absolute accuracy up to some centimetres 
can be provided. 
Some systems for the measurement of the flight attitude 
parameters which are in use do not fulfil these require- 
ments. While angular variations are recorded mostly with 
lower density and accuracy, the sensor positions can only 
be estimated using secondary information like height 
above ground or above sea level, velocity, drift and scan 
rate. Also the standard GPS, which is part of nearly every 
aerial navigation equipment, normally does not meet the 
requirements. 
4. THE SOFTWARE SYSTEM »GASIS« 
»GASIS« is the abbreviation for General Airborne Scan- 
ner Imaging System and was developed at the Technical 
University of Berlin. The system was originally designed 
for processing data acquired through the opto-mechanical 
scanner DAEDALUS AADS 1268, but its principles are ap- 
plicable or can be adapted also to any other type of line- 
scanner imagery. 
The transformation of the image data to the ground is 
based on the well-known equations of collinearity. The 
system uses adjusted orientation parameters that are de- 
rived from INS, velocity, drift and scan rate measure- 
ments. The local heights of the terrain must be provided in 
   
	        
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