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
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
1:1000..
In that de
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again to 1
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first four
should ha
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Mariano (
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la Prograi
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reporting
still topic;
Giuseppe
passionati
for road ;
