Full text: Proceedings; XXI International Congress for Photogrammetry and Remote Sensing (Part B7-3)

The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences. Vol. XXXVII. Part B7. Beijing 2008 
h Value 
Matrix 
Singularity 
(Y/N) 
Iteration 
Number 
CkP Point 
Position 
Error 
(pixel) 
h Value 
Matrix 
Singularity 
(Y/N) 
Iteration 
Number 
CkP Point 
Position Error 
(pixel) 
<0.004 
Y 
Not 
Convergence 
N 
0.05 
N 
5 
3.2425 
0.004 
N 
25 
13.266 
0.06 
N 
6 
3.256 
0.008 
N 
14 
4.159 
0.1 
N 
10 
3.272 
0.009 
N 
3 
3.305 
0.2 
N 
20 
3.626 
0.01 
N 
3 
3.293 
0.3 
N 
20 
4.806 
0.03 
N 
4 
3.2498 
0.4 
N 
27 
7.030 
0.04 
N 
4 
3.2476 
0.8 
N 
30 
14.699 
Table 1 Positioning Accuracy with different h values 
3.2 Calculation of RPC 
The test imagery is QuickBird imagery of Shanghai area, of 
which the collection time is February 15, 2004, the coordinates 
of lower left comer ( 31.14796 ° , 121.424732 ° ) ,the 
coordinate of upper right corer (31.299428° , 121.61359 
) . The image collection azimuth is 355.3 degree; the 
elevation angle is 68.2 degree. 50 GCP distributed evenly were 
Figure 2 GCP Distribution 
selected from the overall 139 surveyed points to calculate the 
initial RPC, the distribution of which was shown in figure 2. 26 
points were selected randomly from the rest surveyed points as 
CkP for accuracy analysis, of which the distribution was as 
figure 3. 
Figure 3 CKP Distribution 
Taking h = 0.05 into formula (10) to get 80 RPC parameters, we can get the image coordinated by adding the parameters and 
ground points (P,L, H) of the 26 CkP into formula (1). The differences between calculated image coordinates and corresponding 
image points of CkP were shown in table 2: 
Results and Conclusion of tests: 
Error Type 
Accuracy 
(pixel) 
Error Type 
Accuracy 
(pixel) 
Absolute 
Error 
Max Row Error 
4.092 
Relative Error 
Row Error 
1.059 
Row Mean Square 
Deviation 
1.864 
Column Error 
2.055 
Max Column Error 
7.060 
Point Position Error 
2.312 
Column Mean Square 
Deviation 
2.653 
Point Position Error 
3.243 
Table 2 The positioning accuracy of TD method 
1290
	        
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