table 6. accuracy analysis with AP’s
(unit:m)
without AP's with AP's
case
OXy oz | uxy uz | oxy oz | Ixy Oz
1 7.08/|12.02/10.11/|11.30, 6.22| 9.81,| 8.97. 9.48
accuracy increasing rate(x) 12.15/18.34/11.28|16.11
2 16.63|36. 14|38. 29|26.09|16.59|31.48|38.05|20. 62
accuracy increasing rate(x) 0.2 12.9] 3.2 120.9
5000
ANNNNN
CASE 1 CASE 2 WITHOUT APS
EE
4000 ’ WITH APS
3000
z
2000 rd AN NI
Fig. 6 accuracy analysis with AP's
But, for case 2 where accuracy of GCPs are relatively low,
height accuracy was improved by 10x but for planimetric
accuracy the improvement was less than 5X due to influence of
gross errors. High accuracy improvement cannot be expected
with only AP's in case 2.
Therefore in cases where gross errors are present in GCPs,
Simultaneous adjustment method with AP's and gross errors
elimination process is necessary to compensate for the error
of GCPs.
The developed self calibration bundle adjustment program
includes the significance testing process. The significance
testing process corrects systematic influence of the AP's for
the whole adjustment system through the F test which is a
multi-dimensional test. Then AP's after the multi-dimensional
test are gone through the one dimensional t test. These
processes determines the AP's which are significance of the
level 1AP photogrammetric film and the level 1A digital
images(Fig. 7).
à NU A
13.173
7
Y
>
1
13 14
UUVY VC
YY tt rt
A x = azx A x = agy?
>
se
z 810x?
(a) level 1AP
376
S1]
VIUA UT UU Y ii
ET tn AN IN
tat
LLC
TT
Tt
1114:
17771
11
/ J
21 d
T
I
ivy
ILC
lr
3.4.1 4 1
bii:
V
L
A x =
A x = agy?
A x = a,sxy?
(b) level 1A
Fig. 7 effects of significant AP's determinated from this
study
3.3.2 Accuracy Analysis According to Gross Errors
Elimination
In the elimination process of gross errors, after confirming
the presence of gross errors from residuals of image
coordinates computed by self calibration bundle adjustment of
cases in table 7, simultaneous adjustment with progressive
gross error elimination method was applied.
The determined studentized residual ti and the Baarda test
Statistics amount ti54.1300 was used which suggests the
minimum power of test (1-8) to be 80x at 0.1% significance
level.
No gross error was detected for case 1, but for case 2 where
the
geometrically unstable, gross errors were detected for points
ground control points and image coordinates are
no.22 and no.27. The result of simultaneous adjustment of case
2 is in table 7 and the accuracy improvement due to AP's and
to gross error elimination is as in Fig. 8.
table 7 accuracy of 3-D coordinate with elimination of gross
errors
(unit:m)
geometric | accuracy of
precision | check point
item remarks
Oxy Oz Uxy Hz
bundle adjustment|16.63|36.14| 38.29| 26.09
self calibration |16.59|31.48| 38.05, 20.62
bundle adjustment AP
87,815,816
increasing rates | 0.2 |12.9 3.2 | 20.9 regarded
of accuracy(x)
Simultaneous 14.28|26.97| 28.33| 15.30
adjustment AP
87,815,816 and
elimination of
increasing rates |14.1 |25.4 | 27.9 | 41.4 gross error
of accuracy(*) NO. 22,27