Full text: International cooperation and technology transfer

198 
GCP 
Number 
GCP 
Type 
<je = ctn [m] 
cr H [m] 
Residuals 
in Eutm 
Residuals 
in Nutm 
Residuals 
in Hortho 
1 
Full GCP 
20.0 
4.0 
-25.6 
4.3 
4.44 
2 
Full GCP 
20.0 
0.5 
-28.7 
-8.9 
0.06 
3 
Height GCP 
100.0 
0.5 
-30.2 
22.5 
0.42 
4 
Full GCP 
5.0 
2.0 
3.1 
2.5 
-1.03 
5 
Full GCP 
20.0 
4.0 
32.0 
-13.1 
-1.12 
6 
Full GCP 
10.0 
2.0 
28.5 
1.2 
0.80 
7 
Full GCP 
10.0 
2.0 
-8.4 
2.8 
0.60 
8 
Full GCP 
5.0 
0.5 
-10.3 
-2.0 
0.13 
9 
Height GCP 
100.0 
0.5 
2.4 
0.4 
-0.14 
10 
Height GCP 
60.0 
0.5 
-76.7 
-27.9 
-0.07 
11 
Height GCP 
60.0 
0.5 
-58.4 
-21.5 
-0.19 
12 
Height GCP 
60.0 
0.5 
-50.2 
-23.3 
-0.18 
13 
Full GCP 
5.0 
1.0 
0.7 
-0.4 
-0.24 
14 
Height GCP 
100.0 
4.0 
-56.2 
-12.7 
3.97 
Table 2: Residuals on the GCPs versus their input standard deviations (first set of parameters). 
Furthermore, in order to avoid high correlations, two more 
parameters were fixed (To because very correlated with 
AT and the same AT because very correlated with f D 2). 
Reducing the number of parameters from 14 to 10, the 
inverse of the condition number of the normal matrix 
drops of four orders of magnitude. 
Hence, we fixed in the adjustment the 4 parameters Ro, 
foo, To and AT. For this purpose good approximate values 
were needed. Two of them were estimated with the 
simplified version of the InSAR calibration. For T 0 and AT, 
which could not be estimated with such a calibration, the 
values coming from the image auxiliary data were used. 
The final estimate of the InSAR parameters was obtained 
using 14 GCPs (8 full and 6 height GCPs). From the 
original GCP set, 6 were removed because of their very 
high residuals in the relative observations. 
In Table 1, the estimated parameters with their standard 
deviations are reported. Table 2 shows the residuals and 
the input standard deviations associated to each GCP 
coordinate. One may notice that they fit very well. As 
expected, the planimetric residuals of the adjusted height 
GCPs are much bigger than those of the full ones are. 
With such residuals a globally accurate grid positioning of 
the InSAR grid is guaranteed. 
Employing the adjusted InSAR parameters, the precise 
orbits and the unwrapped phases an irregular grid was 
generated. This grid was interpolated in order to derive a 
regular one (30 m spacing) which was compared with the 
reference DEM (RMS error of about 1 m) obtaining: 
Mean error (bias) = 1.5 m 
Standard deviation = 19.4 m 
The global (constant) bias of the grid can be considered 
satisfactory, i.e. the InSAR calibration resolves quite well 
the geolocation of the generated grid. The standard 
deviation is quite large: this is mainly due to the large 
areas affected by huge (e.g. 100 m) unwrapping-related 
errors. Reducing such errors would decrease significantly 
both the standard deviation and the bias. 
5.3 Analysis of the Second Set of Parameters 
Adopting the same set of 14 GCPs, a new InSAR 
calibration was performed employing 4 parameters to 
describe the interferometric constant: 
D jC = d 0 + d-, • col + d 2 • lin + d 3 ■ col • lin (7) 
Table 3 shows the residuals and the input standard 
deviations associated to each GCP coordinate. One may 
notice that these residuals are significantly bigger than 
those reported in Table 2. It is not always possible to 
obtain good residuals on the GCP coordinates. This 
applies especially to the second set of calibration 
parameters. In fact, this set can only compensate for the 
linear terms of the atmospheric distortions on the 
interferometric phase (see equation (7)). If non linear 
distortions in the considered interferogram exist, even with 
a very accurate set of GCPs big residuals may happen on 
few points (those directly affected by the distortions). 
However, with GCPs evenly distributed in the whole 
scene, the calibration should still allow a globally accurate 
positioning of the InSAR grid. 
Adopting the new adjusted InSAR parameters, the precise 
orbits and the unwrapped phases an irregular grid of 3D 
points was generated. This grid was interpolated in order 
to derive a regular one with 30 m spacing. The 
interpolated grid was compared with the reference DEM 
obtaining: 
Mean error (bias) = 1.2 m 
Standard deviation = 18.0 m
	        
Waiting...

Note to user

Dear user,

In response to current developments in the web technology used by the Goobi viewer, the software no longer supports your browser.

Please use one of the following browsers to display this page correctly.

Thank you.