Full text: Proceedings; XXI International Congress for Photogrammetry and Remote Sensing (Part B1-3)

The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences. Vol. XXXVII. Part Bl. Beijing 2008 
thought also using fewer GCPs (tests #13, #11 and #9) similar 
results were achieved (Table 2). Even if using only 4 GCPs (test 
#9) led to better result in terms of LE90 (1.91m), altogether it 
gave worst performances and produced more biased results (p=- 
1.03 m, CT=1.59m, RMSE=1.67m) than the previous. 
The minimum number of GCPs necessary to obtain a good 
DTM was determined to be three (test #5). Using this 
configuration it was obtained a mean value of residuals of 
1.15m, a standard deviation of 1.97m, a RMSE of 2.24m and a 
LE90 of 3.23m, which are 58.9% and 16.6% worst if compared 
to the best one, respectively in terms of RMSE and LE90. 
Comparing the Cartosat-1 aDTM with the MNTDBTOPO® 
DTM it was observed a similar behaviour than that described 
above. Generally speaking, increasing the number of GCPs the 
aDTM’s residuals decreased until the values of p=- 1.22m, 
<7=6.79m, RMSE=6.90m and LE90=10.00m (for test #14). 
Once again, the use of three GCPs (test #5) gave good results. 
In any case, no significant improvement was observed using 
more than 9 GCPs both when comparing results with the ICPs 
and with the MNT DBTOPO® DTM. Table 3 shows a 
summary of results. 
4.1.3 The influence of the terrain’s elevation and slope: 
Once optimized both the algorithm’s parameters and the 
configuration of the GCPs used in the generation process, two 
aDTMs were selected as ‘best DTMs’ (test #5 and test #14) and 
further analysis was carried on to study the DTM’s accuracy 
with respect to the terrain’s elevation and slope characteristics. 
Regarding the first issue, both the aDTMs behaved similarly 
and in near flat terrain they showed a high accuracy 
(RMSE<4.49m and LE<7.00m). With increasing the elevation 
the RMSE and LE90 rapidly increased until values of 17.74m 
and 29.00m for test #14 and 16.45m and 28.00m for test #5, 
respectively. 
Regarding the influence of the terrain’s slope, again both the 
Test 
ID 
GCPs 
(nr.) 
GCPs configuration 
ICPs 
(nr.) 
p(m 
) 
ct (m 
) 
M 
(m) 
RMSE 
(m) 
LE90 
(m) 
1 
2 
UR, LL 
20 
-1.50 
4.49 
3.47 
4.63 
7.91 
2 
2 
UL, LR, 
20 
-2.46 
3.90 
3.36 
4.53 
8.91 
3 
2 
LR, LL 
20 
-2.80 
4.47 
3.78 
5.17 
8.91 
4 
3 
UL, LL, LR 
19 
-2.12 
2.15 
2.43 
2.98 
4.91 
5 
3 
C, LR, LL 
19 
1.15 
1.97 
1.77 
2.24 
3.23 
6 
3 
C, UL, UR 
19 
1.82 
2.63 
2.82 
3.14 
4.70 
7 
4 
UL, UR, LL, LR 
18 
-1.52 
1.80 
1.78 
2.32 
3.97 
8 
4 
C, UR, LL, LR 
18 
-0.63 
2.24 
1.95 
2.27 
2.98 
9 
4 
C, UR, LL, UL 
18 
-0.31 
1.59 
1.31 
1.58 
2.97 
10 
5 
C, UL, UR, LL, LR 
17 
9.26 
2.50 
9.26 
9.57 
13.38 
11 
6 
UL, UR, LL, LR, RC, LC 
16 
-1.03 
1.36 
1.21 
1.67 
1.91 
12 
7 
C, UL, UR, LL, LR, RC, LC 
15 
-1.46 
1.68 
1.59 
2.18 
4.70 
13 
8 
UL, UR, LL, LR, RC, LC, C, CL 
14 
-0.12 
1.64 
1.26 
1.58 
3.77 
14 
9 
UL, UR, LL, LR, RC, LC, C, CL, 
CR 
13 
0.47 
1.39 
1.23 
1.41 
2.77 
15 
22 
all 
0 
0.47 
1.61 
1.39 
1.64 
2.38 
C=centre image, UR=upper right, UL=upper left, LR=lower right, LL=lower left, RC=right centre, LC=left centre, CU=centre upper, CL=centre 
lower, all=all the 22 available GCPs. 
Table 2. Accuracy of the Cartosat-1 absolute DTM. Statistics on residuals computed with respect to the Independent Check 
Points. 
Test 
ID 
GCPs 
(nr.) 
GCPs configuration 
ICPs 
(nr.) 
p(m 
) 
ct (m 
) 
M 
(m) 
RMSE 
(m) 
LE90 
(m) 
1 
2 
UR, LL 
20 
-1.84 
8.09 
8.30 
12.00 
-1.84 
2 
2 
UL, LR, 
20 
-2.86 
7.77 
8.28 
12.00 
-2.86 
3 
2 
LR, LL 
20 
-3.14 
7.52 
8.15 
12.00 
-3.14 
4 
3 
UL, LL, LR 
19 
-3.57 
6.70 
7.59 
11.00 
-3.57 
5 
3 
C, LR, LL 
19 
-0.43 
6.43 
6.45 
9.00 
-0.43 
6 
3 
C, UL, UR 
19 
-0.02 
7.47 
7.47 
10.00 
-0.02 
7 
4 
UL, UR, LL, LR 
18 
-3.08 
6.98 
7.63 
11.00 
-3.08 
8 
4 
C, UR, LL, LR 
18 
-1.94 
6.87 
7.14 
10.00 
-1.94 
9 
4 
C, UR, LL, UL 
18 
-1.72 
7.10 
7.31 
10.00 
-1.72 
10 
5 
C, UL, UR, LL, LR 
17 
8.06 
10.00 
12.85 
16.00 
8.06 
11 
6 
UL, UR, LL, LR, RC, LC 
16 
-2.24 
7.10 
7.44 
10.00 
-2.24 
12 
7 
C, UL, UR, LL, LR, RC, LC 
15 
-2.81 
7.07 
7.61 
11.00 
-2.81 
13 
8 
UL, UR, LL, LR, RC, LC, C, CL 
14 
-1.69 
6.98 
7.18 
10.00 
-1.69 
14 
9 
UL, UR, LL, LR, RC, LC, C, CL, 
CR 
13 
-1.22 
6.79 
6.90 
10.00 
-1.22 
15 
22 
all 
0 
-0.76 
6.81 
6.86 
9.00 
-0.76 
C=centre image, UR=upper right, UL=upper left, LR=lower right, LL=lower left, RC=right centre, LC=left centre, CU=centre upper, CL=centre 
lower, all=all the 22 available GCPs. 
Table 3. Accuracy of the Cartosat-1 absolute DTM. Statistics on residuals computed with respect to the French DTM 
1372
	        
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.