84 
Certainly in actual laboratory activity it is possible 
reduces the number of indipendent measures 
surveyed for teodolites and diastimeters, with a 
significant reduction of measuring times. 
5 Bibliography 
1) F. Deumlich: Surveying Instruments. Walter de 
Gruyter, Berlin 1982 
2) G. Bezoari, C. Monti, A. Selvini: Fondamenti di 
rilevamento generale, Hoepli, 1984, Milan 
3) G. Bezoari, F. Guzzetti; “Quality project” in 
survey application. Tutorial Multimedia GIS Data ■ 
ISPRS Commision I, CISM 12-16 June 1995, 
Udine 
Summai 
In this p 
subject V 
planning 
A reorga 
n° serie 
n° strata 
n° signal 
s 
f 
X 
a 
3 
4 
5 
0.00029 
36 
1.24 
0.00036 
3 
4 
4 
0.00030 
27 
1.29 
0.00039 
2 
4 
5 
0.00030 
24 
1.32 
0.00039 
2 
3 
5 
0.00029 
16 
1.42 
0.00041 
3 
2 
5 
0.00026 
12 
1.52 
0.00040 
2 
2 
5 
0.00024 
8 
1.71 
0.00041 
table 1 - the result of the optimisation test in the measure of the azimut angles 
serie 
n° strati 
n° segnali 
s 
f 
X 
<y 
3 
4 
5 
0.00033 
45 
1.21 
0.00040 
3 
4 
4 
0.00029 
36 
1.24 
0.00036 
2 
4 
5 
0.00025 
30 
1.27 
0.00032 
2 
3 
5 
0.00024 
20 
1.36 
0.00033 
3 
2 
5 
0.00027 
15 
1.44 
0.00039 
2 
2 
5 
0.00024 
10 
1.59 
0.00038 
table 2- the result of the optimisation test in the measure of the zenital angles. 
1 - Intro 
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scales 1:1 
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the birth, 
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in the sei 
first four 
should ha 
phase of 
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state of re 
Mariano ( 
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local ins 
creation c 
He organi 
the collat 
la Prograi 
Bassetti, 
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several p 
reporting 
still topic; 
Giuseppe 
passionati 
for road ;