well 
rous: 
L for 
was 
)dels 
the 
, by 
yrder 
rks. 
racy 
The 
and 
tric 
-50%. 
Frame 
ately 
both 
this 
1trol 
fully 
ipid, 
| the 
ver, 
tem, 
“ound 
1 be 
irch, 
Irvey 
). t0 
| for 
gies 
ID, 
in to 
  
  
  
  
  
  
  
  
Number of Average diff. between geodesy 
Operator | Instrument premarked and photogrammetry and its 
signals standard deviation in meters 
measured for 
X, Y and H Y X H 
1 SD - 2000 9 -0.01+0.05| 0.00+0.06|-0.12+0.07 
2 SD - 2000 9 -0.03+0.02|-0.02+0.03|-0.06+0.07 
3 SD - 2000 9 -0.03+0.03| 0.00+0.04|-0.12+0.05 
4 ASP - 2000 9 0.00+0.03|-0.07+0.06|-0.01+0.04 
5 ASP - 2000 9 -0.04+0.03|-0.09+0.06|-0.07+0.12 
Mean: |-0.02+0.03|-0.04+0.05|-0.08+0.07 
  
  
  
  
Table 1. Comparison between field measurements (geodesy) and 
photogrammetry - premarked signals 
  
  
  
  
  
  
  
  
  
  
No. of details| Average diff. between geodesy 
Operator | Instrument measured and photogrammetry and its 
standard deviation in meters 
for X,Y] for M Y X H 
1 SD - 2000 12 14 +0.04+0.11| 0.00+0.11|-0.11+0.07 
2 SD - 2000 12 14 -0.03+0.05|-0.03+0.08|-0.03+0.07 
3 SD - 2000 12 14 -0.04+0.08|+0.03+0.06|-0.11+0.06 
4 ASP - 2000 12 13 +0.02+0.09|-0.04+0.08|-0.04+0.07 
5 ASP - 2000 12 14 +0.03+0.01|-0.05+0.06|-0.10+0.11 
Mean: | 0.00+0.09|-0.02+0.08|-0.08+0.08 
  
  
Table 2. Comparison between field measurements (geodesy) and 
photogrammetry - identified details 
9. REFERENCES 
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Dorrer, E. 
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s 1991, 
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