Full text: International cooperation and technology transfer

RC centro 
Ravagnese 
(S arac ine Ilo) 
Legenda: 
Points TIM 
O 
Location antenna GPS 
Known points (Official net) 
Connection places TIM-GPS 
with distance-instrument 
3. Implementation of data and 
determination of the coordinate of the 
places 
All the data were implemented with the 
classical technique of static methodology. 
So it was done the calculation of the 
components of the basis and the fixing of cycle 
slips. Subsequently it was calculated, with the 
least square method, the coordinate of the 
vertexes of the network. 
The calculation of the sides with the 
topographic instruments didn’t present any 
kind of difficulty. 
Also the operation of conversion of coordinate 
was easy to do with the classical and known 
methodology. 
The following schema reports the points and 
the estimated coordinate expressed in geodetic 
coordinate and in cartographic UTM 
coordiante. 
For the adjustment of the two networks, the 
following trigonometric vertexes were taken as 
fixed basis in the net of Aspromonte: 
• CARPIGNANO 
• S. BARBARA, 
And the following trigonometric vertexes were 
taken as fixed basis in the network of Reggio: 
• RIGHI 
• ULIS, 
The measurements and all the associated 
operations involved five persons and lasted one 
week. 
COORDINATE 
PLACES 
GEODETIC 
UTM (ED 50) 
NETWORK OF 
ASPROMONTE 
Gambarie 
cp = 38° 10’07,46” 
X = 15° 49’43,35” 
N = 4224892,962 
E = 2592598,440 
CARPIGNANO 
(p = 38° 13’05,71” 
X= 15° 46’50,99” 
N = 4230295,810 
E = 2588323,070 
S. Barbara 
(p = 38° 14’03,68” 
X = 15° 51’ 17,69” 
N = 4232139,32 
E = 2594810,27
	        
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