GEOGRAPHICAL SURVEY OFFICE OF SWEDEN NO A 34 
29 
Measurement for determining die corrections of the 
interior and exterior orientations in _A'B autograph?. Form 
Organization: _RAK 1 I 1 I I Date: f j8) Pfl| 16|6] Operator: - —js'aar-.ila 
Recorder: _Kaasila■ Instrument: A fil~ il|4l4l31 Projector: . Left 
Grid No: ... ■ rfemil 
Location of the 
points in the 
projector from 
above 
a'j = 60 mm 
= 100 mm 
dx = x - X . 
, measured given 
dy = y y~ 
measured given 
C = the centre cross of 
the picture carrier 
base = 80.000 mm 
<p = U = loofooo 
c = 150.000 mm 
5given 
si80. 080 mm 
*5 given 
*2£>Qjl12Qnm 
A8 : 1 
in 
Plane DU z i g 225 - 000 mm Height (1:10000) =1100.00 mm a.-] = 45.000 mm a. ? = 75.000 mm 
Point 
T 
measured 
dx' = 
y 
y measured 
dy' = 
T.333dv 
1 
2 
Average 
given 
dx 
1.333dx 
i 
2 
Average 
^ given 
dy 
n 
1 IF.08? 
O7O 
026 
080 
-A 
-5 
125.152 
112 
142 
120 
22 
29 
12 
180.078 
068 
071 
080 
-7 
-9 
125.156 
140 
148 
120 
28 
37 
13 
228.056 
042 
049 
080 
-31 
-41 
125.158 
178 
148 
120 
28 
.37 
14 
115.078 
071 
076 
080 
-4 
-5 
200.140 
114 
127 
120 
7 
9 
15 
180.070 
070 
070 
080 
-10 
-i 1 
200.117 
116 
126 
120 
6 
a+ 
C 
180.002 
997 
000 
080 
-80 
-107 
200.214- 
198 
206 
120 
86 
115 
16 
225.046 
012 
019 
080 
-41 
-55 
200.148 
118 
133 
120 
11 
IX 
17 
115.071 
065 
068 
080 
-12 
-16 
275.112 
100 
106 
120 
-14 
-19 
18 
180.066 
056 
061 
080 
-19 
-25 
275.103 
095 
099 
120 
-21 
-28 
19 
225.050 
032 
041 
080 
-39 
.. -52 
275.108 
102 
105 
120 
-15 
L—PqJ 
2 
553 
800 
-247 
-328 
£ 
1340 
1200 
140 
185 
-247 
-329 
140 
187 
Planed] Z 2 
= 262. 500 mm 
Height ( 1:100001 = 925-00 mm 
a 
1 
= 52,500 mm a 
^ = 87.500 mm 
Point 
X 
measured 
dx' = 
1.143dx 
y 
y measured 
dy'= 
T.T43dv 
1 
2 
Average 
X 
given 
dx 
i 
2 
Average 
7 . 
' given.. 
dv 
21 
1 27.598 
582. 
590 
580 
10 
11 
112.647 
624 
616 
620 
16 
Lglj 
22 
180.081 
07 6 
080 
080 
0 
0 
112.651 
614 
644 
620. 
24. 
27 ii 
23 
212.556 
562 
559 
580 
-21 
-24 
112.650 
670 
640 
620 
20 
1 231 
24 
127.582 
582 
582 
580 
2 
2 
200.128 
100 
114 
120 
-6 
£L 
25 
180.071 
078 
076 
080 
-4 
200.126 
102 
114 
120 
-6 
H 
C 
17Q.QQ4 
994 
-22-4 
1080 
-86 
-98 
200.21 2 
200 
206 
120 
86 
i q8 
26 
212.548 
546 
547 
580 
-11 
-38 
200.114 
110 
122 
120 
2 
2Ì 
27 
127.586 
572 
579 
580 
-1 
-1 
287.594 
588 
591 
620 
-29, 
| -111 
28 
1 80.068. 
060 
064 
080 
-16 
-18 
287.588 
582 
585 
620 
-35 
i=A0| 
29 
212.554 
544 
549 
580 
-31 
-35 
287.596 
594 
595 
620 
-25 
-29 ¡1 
2 
4620 
4800 
-180 
-206 
£ 
.4247 
4200 
47 
..-Si. 
-180 
-206 
A1 
54J 
Plane [H z 3 
= 300.000 mm 
Height f 1:10000) = 5 50.00 mm 
= 60.000 mm a, 
= TOO. 000 mm 
X measured 
dx' = 
^ measured 
dy'» 
dy 
Point 
• 1 
2 
Average 
x . 
given 
dx 
dx 
1 
2 
Average 
y . 
J given 
dy 
31 
120.112 
088 
100 
080 
20 
20 
100.134 
094 
114 
120 
-6! 
c 
—0 
32 
180.10? 
088 
095 
080 
15 
15 
100.114 
112 
121 
,120 
3 
Ì 
33 
240.072 
064 
068 
080 
-12 
-12 
100.134 
106 
120 
120 
oj 
0 
34 
120.092 
084 
088 
080 
8 
8 
200.110 
088 
.099, 
120 
T-21 
-21Ì 
35 
180.082 
086 
084 
080 
4 
4 
200.106 
090 
098 
120 
-22i 
-22I 
C 
179.992 
98ft 
990 
1080 
-90 
-90 
200.212 
200 
206 
120 
86] 
86 
36 
240.064 
050 
057 
080 
-21 
-21 
200.122 
,090 
106 
=i4 
-1 4 lì 
37 
120.088 
074 
081 
080 
1 
1 
100.068 
068 
0681 
120 
-52! 
-52Ì 
38 
180.074 
066 
070 + 
080 
-10 
-10 
300.078 
O74 
076 
120 
-44 i 
—44| 
39 
240.062 
052 
057 
080 
-23 
-23 
300.090 
090 
090 
120 
-30| 
-30j 
2 
1690 
1800 
-110 
-110 
£ 
1100 
1200 
-100 
-100 
-110 
-110 
-100 
-100 1