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9» 9.4 4 4 + 
  
EXTRACT FROM PRINTOUT: 
ARTIFICIAL 3LOCK WITH 32 MODELS 
4 STRIPS; 6 POINTS PER MODEL 
SCALE= 1/10000; 20X SIDELAP 
SIGMA= 10 MICRON 
MODELS IN MICRON 
CONTROL IN METER 
EXAMPLE 3: 
dede dede de TR 
— 
ITERATION STEP  5.245...HORIZONTAL ADJUSTMENT 
0 DE SD DR 0 i ED d 
ITERATION STEP FOR ERROR DETECTION 
HORIZONTAL CONTROL POINT 10901 
MODEL 101 POINT 10201 
MODEL 406 POINT 90701 
ITERATION STEP 
Saccoc VERTICAL ADJUSTMENT 
  
ITERATION STEP FOR ERROR DETECTION 
VERTICAL CONTROL POINT 10961 
MODEL 131 POINT 10201 
MODEL 4J6 POINT 20701 
ITERATION STEP 10..... VERTICAL AOJUSTMENT 
  
ITERATION STEP FOR ERROR DETECTION 
ENP OF ERROR DETECTION IN ZLEVATION 
SIGMA REACHED = 9.3370 
MODEL 101 POINT 30201 
MODEL 122 POINT 10209 
MODEL 192 POINT 20201 
ITERATION STEP 12.000. VERTICAL ADJUSTMENT 
  
MODEL - 401 POINT 30201 
MODEL 192 POINT 19200 
MODEL 102 POINT 20201 
HV 
TP 
TP 
4v 
TP 
TP 
TP 
Pc 
TP 
TP 
PC 
TP 
niv — 
Noo 
vos 
TRANSFORMED PHOTOGRAMMETRIC MODEL CCOROINATES AND RESIDUALS 
NERO MM AMC *e9?9*e*ttgTy3TtTm$diUse4endzterevei9t 
( IN UNITS OF THE TERRAIN SYSTEM ) 
MODEL NUMBER 
10100 
10101 
10200 
10201 
20101 
202061 
30101 
30201 
d. 231 
794.212 
300.763 
2309.76? 
209.113 
MODEL NUMBER 
49600 
40700 
70601 
70701 
30601 
30701 
30501 
90701 
4500.055 
2 5399,263 
6500.007 
5399.79% 
4500. 9453 
5399.309 
4499,924 
7309.120 
101 
899,592 
9.953 
900.162 
19093.157 
209.059 
899.241 
1309.024 
1309.225 
406 
60299,2307 
6200.15? 
$400.215 
5400.27 5 
$299,955 
299.9342 
7209.29? 
9103.984 
1499.976 
794.0351 
1499.,252 
2699.528 
0,054 
70.126 
70.052 
70.1725 
1500.039 
1500.020 
0.074 
0.223 
0.239 
0.127 
2699.622 
CONTROL POINT COORDINATES AND RESIDUALS 
deem dede dr de o od oe et de de deco ee He NTM 
( IN UNITS OF THE TERRAIN SYSTEM ) 
-Jay45 
0,022 
1909.005 
3600.051 
3500.000 
7199.352 
720.067 
7199.281 
HORIZONTAL CONTROL POINTS 
10101 02955 
10501 3600.020 
10901 9109.957 
50101 794.237 
50901 7200.012 
30101 704,091 
70501 3599,979 
70901 7200.901 
VERTICAL CONTROL POINTS 
101G1 
10501 
10701 
30101 
30501 
30901 
50101 
50501 
50901 
70101 
70501 
-0.009 
9.027 
2700.038 
70.054 
9.024 
0.003 
70.018 
70.072 
0.065 
0.032 
0.000 
PC 
AV 
°c 
TP 
se 
TP 
vE 
TP 
PC 
PC 
TP 
TP 
TP 
TP 
TP 
TP 
HV 
HV 
HV 
AY 
HV 
HV 
AV 
HV 
HV 
MV 
aV 
VE 
VE 
VE 
HV 
VE 
AV 
YE 
VE 
N TC 5) n) -— 
ro n9 ^J) ^2 &- £- r2 hà 
-— hg o I) P) - 0 o 
STI ^J ^23 IN = PS + 
SUPERPOSED GROSS ERRORS IM BASELENGTH: 
MODEL-NO. POINT-NO. oxYy 02 
101 10201 3 3 
406 30701 3 3 
n HVC 10901 3 3 
VXY=  2699.549 ELIMINATED 
VXy=  2704.037 ELIMINATED IN PLANIMETRY 
vXY* 2702.264 ELIMINATED IN PLANIMET?Y 
VZ* 2099.324 ELIMINATED 
vZ3 2595.110 SLIMINATED IN HEIGHT 
vZ=  27C1.269 ELIMINATED IN HEIGHT 
¥Z= 0.537 ELIMINATED IN HEIGHT 
vis 0.432 ELIMINATED IN HEIGHT 
vz= 3.306 ELIMINATED IN HEIGHT 
vz= Fe 3445 RE-INSERTED IN HEIGHT 
VZ= 29.405 RE-INSERTED IN HZISHT 
vz= 0.286 RE-INSERTED IN HEIGHT 
s¢=  100.00530 
G 
Je 335 2.010 3.918 3 ee + 
-0.,943 0.042 9.035 6 . + 
-» Sp 1/.1 -219C9,211* 21903.263i* -2599.,517* 30 
C 
-0,210 -0.C008 T3423. G + wie 
-0.043 0.051 39.015 3 + + € 
3.123 70.054 304.3123 9 a... 
$C 100. 20953 
-1.325 0.159 2.261 C o. e * 
3.231 9.008 2.095 Q 4. ^ 
20.043 3.059 «0.35% D... 
2.2391 70.0358 70.2056 0 + + = 
-2.503 0.014 -5.339 D 4 ^. . 
=. 249 0.025 0.967 Q Q4 À 
9.369 -0.040 0.205 5 + + = 
-» SP 1/ 1 -1903.2315* -19202,934* -2539.712* IQ 
9.00» 22.993 2 . 
-79.2907 0.026 > eus 
-» SP 1/ 1 219129.117* -1908,753* 22 
-9.009 -0.031 ee 
3.315 0.002 2 .. 
3.912 0.005 2.7. 
-0).,301 0.007 Z 4 a 
- 7. J03 -0.007 2 +. 
720.204 2 . 
9.304 2 . 
=> SP 17141 -27090.153*. 1c 
9.209 2 . 
-2.2001 2 . 
-0.007 2 . 
0.303 2 . 
993.012 2 . 
I.003 2 . 
-04.2310 c * 
0.307 2 .