61 
TABLE 4.3:1. 
Standard Errors of the Elements of the Exterior Orientation after Double-Point Resection in Space in a First-Order 
Photogrammetric Instrument. 
I Photographs 
* x i = 
| 
s = 
*1 
I 
$X 2 
\ 
% 
S 
s 
s 
*2 
s 
W 1 
s_ 
W 2 
Normal angle 
h 
12.9s “ 
o c 
13.0s - 
o c 
10.2s - 
0 c 
28.6s - 
0 c 
28.7s - 
o c 
40110s 
o 
39470s 
0 
31831s 
0 
c = 210 mm 
s = 0. 004 mm 
0 
h 
h 
h 
h 
h 
f.6 
i?e 
1^3 
4100 
4000 
5100 
1800 
1800 
Wide angle 
4.6s - 
o c 
4.9s - 
o c 
4.1s - 
o c 
5.7s — 
0 c 
c „ h 
5.8s — 
0 c 
17190s 
0 
16870s 
0 
13560s 
0 
c = 153 mm 
s = 0.006 mm 
0 
h 
h 
h 
h 
h 
f.o 
ifo 
0?8 
5500 
5200 
6200 
4500 
4400 
Siperwide angle 
2.8s i 
0 c 
2.9s — 
o c 
2.8s - 
0 c 
1.8s £ 
o c 
h 
1.9s - 
0 c 
10680 s 
0 
10580s 
0 
8500s 
0 
c = 88 mm 
s s 0.010 mm 
0 
h 
h 
h 
h 
h 
il 
1 c .1 
0?8 
3200 
3000 
3200 
4900 
4600 
TABLE 4.3:2. 
Standard Errors of the Elements of the Exterior Orientation after Single-Point Resection in Space with Numerical Methods. 
Photographs 
s 
X 
s z 
s 
<P 
s_ 
u 
Normal angle 
7.4s - 
5.1s £ 
_ h 
20.8s “ 
27250s 
23000s 
c = 210 mm 
o c 
o c 
0 c 
0 
o 
s = 0.004 mm 
h 
h 
h 
; 
0 
r' s a = 80 mm 
7140 
10300 
2500 
i?i 
0?9 
Wide angle 
3.4s - 
„ e h 
2.5s — 
1.5s £ 
12732s 
10823s 
| c = 153 mm 
0 c 
0 c 
I o c 
o 
o 
j s = 0. 006 mm 
h 
h 
h 
o 
• o 
00 
0?6 
0 
= a = 100 mm 
7500 
10200 
17000 
Superwide angle 
„ 0 h 
2.2s — 
1.9s - 
n. h 
0.7s — 
— — 
7003s 
6366s 1 
c - 88 mm 
o c 
o c 
o c 
0 
0 
s = 0.010 mm 
h 
h 
h 
0?7 
o c 6 
_ r ' = a = 100 mm 
4000 
4600 
12500 
j