Full text: Proceedings, XXth congress (Part 1)

    
    
  
    
   
  
   
  
   
   
   
   
   
   
   
   
   
  
    
   
   
   
   
   
    
   
  
   
   
    
  
  
  
  
   
  
  
  
  
  
  
  
  
   
   
  
   
  
  
   
  
  
   
  
    
  
  
    
  
  
  
   
   
  
  
  
  
   
  
  
  
  
  
  
  
  
  
  
  
    
    
  
   
  
    
    
   
  
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International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part Bl. Istanbul 2004 
  
first-order Taylor decomposition with respect to the unknown 
parameters. The resulting system is solved with a least square 
adjustment. As result the coefficients of the polynomials 
modelling the external orientation, the self-calibration 
parameters and the coordinates of the tie points are estimated. 
Statistics on the system s 
In case of satellite imagery, the available ephemeris (usually 
sensor position and velocity at fixed intervals) are used to 
generate the approximate values for the parameters modelling 
the sensor external orientation (position and attitude). The 
required geometric parameters (focal length(s), viewing angles, 
number and size of CCD elements in each array) are usually 
available from the imagery provider or from literature. The 
reference frame used in the adjustment is the fixed Earth- 
centered Cartesian system, also called ECR. 
In case of airborne imagery, the GPS and INS observations are 
included in the piecewise polynomial equations. The 
polynomial coefficients model the shift and offset between the 
GPS and INS local systems and the camera system (centred in 
the lens perspective centre) and 1" and 2" order systematic 
errors contained in the observations. 
For the orientation of the pushbroom imagery preliminary tests 
are made with these objectives: 
e determination of best degree for piecewise polynomials and 
best GCPs configuration, by solving the adjustment without 
self-calibration, with quadratic functions modelling the 
external orientation and varying the number of segments and 
GCPs configuration; 
e external orientation modelling with linear and quadratic 
functions, using the best GCPs configuration and best 
trajectory segments, without self-calibration; 
e self-calibration with best external orientation modelling 
configuration. 
The choice of the unknown self-calibration parameters to 
include in the modelling is based on the analysis of the cross- 
correlation between the self-calibration parameters, the external 
orientation parameters and the ground coordinates of the TPs. 
Statistics on the adjustment performance and RMS values for 
the GCPs and Check Points (CPs) are considered for the quality 
assessment. 
4. ORIENTATION OF SATELLITE IMAGES 
The model has been applied for the orientation of satellite and 
airborne images with different acquisition geometry (one-lens 
and multi-lens optical systems, synchronous and asynchronous 
acquisition) and ground resolution. As satellite applications 
concern, in (Poli, 2003), (Giulio Tonolo et al., 2003) and (Poli 
et al., 2004) the results obtained by the orientation of MOMS- 
02/P, MISR, EROS-A1 and SPOT-S/HRS are presented, while 
in (Poli, 2002) the tests carried on the Three Line Sensor (TLS), 
carried on helicopter, are reported. In the following paragraphs 
the latest results obtained from SPOT-S5/HRS and ASTER are 
summarised. 
4.4 SPOT-S/HRS 
Within the HRS-SAP Initiative (Baudoin et al., 2004), a DEM 
was generated from two stereo images acquired by the High 
Resolution Stereoscopy (HRS) sensor carried on the newest 
satellite of SPOT constellation. The sensor model was applied 
in order to orient the stereopair and estimate the ground 
coordinates of the CPs. The available ephemeris (sensor 
position and velocity) were used to generate the approximate 
values for the parameters modeling the sensor external 
orientation (position and attitude) in fixed Earth-centred 
geocentric Cartesian system. From the available 41 object 
points, a group of them was used as GCPs and the remaining as 
CPs. The best results in terms of RMSE in the CPs were 
obtained by modelling the external orientation with two 2™ 
order polynomials and with self-calibration. The self-calibration 
parameters that mostly influenced the model were &;, &», p» and 
s, for both lenses. The other self-calibration parameters could 
not be estimated due to the high correlation with the TP 
coordinates and external orientation parameters. By changing 
the number of GCPs and CPs, the RMSE were always less than 
| pixel. For a more detailed description of the data and 
processing, see (Poli et al., 2004). 
4.2 ASTER 
ASTER (Advanced Spaceborne Thermal Emission and 
Reflection Radiometer) is a high-resolution, multispectral/ 
hyperspectral imaging instrument which is flying on Terra, a 
satellite launched in December 1999 as part of NASA's Earth 
Observing System (EOS). ASTER takes data in 14 spectral 
bands within the Visible and Near Infrared (VNIR), the 
Shortwave Infrared (SWIR) and the Thermal Infrared (TIR) at 
ground resolution of 15m, 30m and 90m respectively. 
The generation of DEMS is possible with the VNIR instrument, 
that provided stereo images in along-trak direction. VNIR 
consists of two independent telescopes operating in band 3 
(0.76-0.87um), viewing nadir (channel 3N) and backward 
(channel 3B, 27.6 off-nadir) with respect to the spacecraft 
trajectory. The telescopes scan the ground in pushbroom mode 
using arrays of CCDs with size 7um x 7um. The number of 
CCD elements in each array is 4100 for channel 3N and 5000 
for channel 3B (4100 are active). The two telescopes allow 
simultaneous stereo imaging with a 64 sec time delay between 
the scanning of the same ground target and a B/H of 0.6. Each 
scene is 4100x4200 pixels large and cover an area of about 
60km x 60km. Several types of ASTER data are available at 
different processing levels. For our purposes, the level 1A is 
used, because at this level the images are not geometrically 
processed. 
The scene used in this work covers the valley of Shaxr, in the 
South-East part of China. The images were kindly provided by 
the Institute for Spatial and Landscape Planning, ETH Zurich, 
who is involved in a World Monuments Fund project for the 
economic development of the Shaxi valley. The scenes were 
acquired on 23" November 2000 in the morning. 
For the orientation of the channels 3N and 3B from the ASTER 
scene, six GCPs that have been used. The ground coordinates of 
these points were available from in-situ GPS measurements or 
measured in local maps. As the sensor external orientation 
concerns, the ASTER scene metadata file contained the satellite 
position and velocity in ECR (fixed Earth-centred Cartesian 
coordinate system) every 400 image lines. These data were used 
to calculate the satellite attitude at the observations times and 
calculate the initial approximations for the polynomial 
coefficients modelling the sensor external orientation. Due to 
the limited number of object points, only the RMSE for the 
GCPs have been calculated: 8.1m in X, 8.4m in Y and 10.4m in 
Z. After the production of five pyramid images, interest points 
were matched and found progressively in all pyramid levels 
starting from the low-density features on the images with the 
lowest resolution. After the process, 32Q,000 points were 
successfully matched. The failed matches were mostly in 
correspondence of areas covered by clouds, due to the cloud 
movement between the nadir and backward images acquisition. 
   
   
	        
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