Dat Set No. 1 (Focal = 11.000 mm) Dat Set No. 2 (Focal = 51.143 mm)
Control Field Control Field
Point No. X Y Z Point No. X Y Z
A1 12.968 10 19.44 1 212.88] 295.838] 670.112
A2 12.534 11.049 19.44 10] 627.165] 266.694] 632.276
A3 11.484 11.484 19.44 100] 297.887] 297.633] 670.499
Ad 10.435 11.049 19.44 1001 1222.1] 289.042] 642.721
A5 10 10 19.44 1000 6.7911 289.482] 675.543
A6 10.435 8.951 19.44 160] 317.973 84.622] 374.536
A7 11.484 8.516 19.44 109] 627.016] 246.874] 635.654
B1 12.968 10 10
B2 12.534 11.049 10
B3 11.484 11.484 10
Photo No. Closed Solution Collinearity 2026.
1 Solution 1 Solution 2 Solution -1715.
X 42.425 50.532 42.484 1338. 2050. 2050.
Y 32.983 20.710 32.994
z 43.537 -2.694 43.573 20, S a
Omega -84.121998|] -153.515169 -34.133182 E d
Phi 41.553542 65.458995 41.552162 13.314491 7.031 7.03707
Kappa 133.28245| -121.006813 133.264244
Photo No Closed Solution Collinearity Photo, Coed Sion Colin
5 Solution 1 | Solution2 Solution 2 Solution 1 Solution 2 Solution
X -21.123 -16.072 -16.051 X 508.685 230.171 508.68
Y 3.982 -13.799 -13.761 Y -27.807 -1341.854 -27.811
Z -10.248 43.226 43.175 Z 2518 133] 1 984) 2518132
Omega 161.96661 41.244502 41.237835
Phi 15144169) ^ -33186463| | -33184201| [OMEGA 5.927573} 110.130703 5.927163
Kappa 74.448861 -31.898479 -31.888787| {Phi -3.342656 -11.848267 -3.342869
Kappa -3.097286| 4.247518 -3.09521
Photo No. Closed Solution Collinearity
9 Solution 1 Solution 2 Solution
X 47.951 46.882 48.564
Y 11.161 0.077 11.159
Z 7.704 22.626 7.559
Omega 156.905162 60.668651 156.896558
Phi 78.168973 64.234271 78.17292
Kappa -70.334939 26.52283 -70.343181
TABLE 1
TABLE 2
ME
KEY WOI
ABSTRAC
For railway
Especially,
the mainter
speed, mak
technology
maintenanc
Main conte
(1) The i1
T!
statio
at the
data i
(2) The v
A
the r:
condi
At present,
human's p:
parts imme
long, for e
railway (E
thousand k
check the
human po
men who
maintenanc
On the ott
speeds are
hour ), it i:
And it bec
only at mic
research th
railway sur
The inspec
CCD Line
successive
record a |
(EWS) wh
394
International Archives of Photogrammetry and Remote Sensing. Vol. XXXI, Part B5. Vienna 1996