elimination of lines; 
insertion of one empty line or more contemporarily; 
moving or copy of lines, columns, singles cells or cell- 
blocks in the four directions; 
• deleting lines, columns, single cells or cells- blocks. 
Ulterior future developments foresee the direct importation of 
the measures from electronic levels and the implementation of 
the calculation of least squares adjustment. 
I IVI win ? u [I ivi LI A/ll ini I 
5.L Fie input FieQutput Opzioni ¿¡uto 
-Jala 
■Input' 
r 
C:\DocuMenti\Lav\LjvegaaonePtta\tett02-dat 
Nome St | Nome R | SxR I DxR |NomePa| * 
1 I 0306 4,47180 1,45630 0201 
2 0201 4,40130 1,38587 1 
3 1 4,73864 1,72320 2 
4 2 4,52178 1,50638 3 
5 3 4,66557 1,65002 4 
6 4 4,51619 1,50053 5 
7 5 4,60512 1,58947 0202 
A 020602 
7 0202 4,80945 1,79390 5 
6 5 4,65035 1,63500 4 
5 4 4,62800 1,61240 3 
4 3 4,82035 1.80505 2 
3 2 4,47205 1.45655 1 
2 1 4.79880 1,78325 0201 
1 0201 4,93910 1,92350 0306 
R 020602 
1 0202 4,70986 1,69430 1 
2 1 4,65119 1,63566 2 . 
< 
*■» ^ • mrift ■* r^rw>r n 
J lì 
Output 
Cr\Docunenti\Lav\lJveSaziofMPisa\testQ2.m 
LEGENDA 
Nome St 
Nome R |N 
omePa 
I Dmed | 
Dsx 1 
Ddx 1SX-DX R|SX-DX Pal 
0306 
0201 
-0,42710 
-0,42710 
-0,42709 
3.01550 
3,01551 
2 
0201 
1 
-0,33101 
-0.33100 
-0.33101 
3,01543 
3.01542 
3 
1 
2 
0,26315 
0.26310 
0.26320 
3,01544 
3.01554 
4 
2 
3 
-0,18334 
-0.18340 
-0,18327 
3,01540 
3,01553 
5 
3 
4 
0,08078 
0.08073 
0.08083 
3,01555 
3,01565 
6 
4 
5 
-0,08752 
-0.08737 
-0.08766 
3.01566 
3,01537 
7 
5 
0202 
-0,19725 
-0,19718 
-0.19733 
3,01565 
3.01550 
A 
020602 
-0,88228 
7 
0202 
5 
0,19687 
0,19694 
0,19680 
3,01555 
3,01541 
6 
5 
4 
0,09023 
0.09015 
0,09030 
3,01535 
3,01550 
5 
4 
3 
-0,08288 
-0.08275 
-0,08302 
3.01560 
3,01533 
4 
3 
2 
0.16955 
0.16945 
0.16965 
3.01530 
3.01 æo 
3 
2 
1 
-0.25025 
-0,25015 
-0,25035 
3,01550 
3.01530 
2 
1 
0201 
0,33192 
0.33200 
0,33185 
3,01555 
3,01540 
1 
0201 
0306 
0.42702 
0,42705 
0,42700 
3.01560 
3,01555 
R 
020602 
0,88246 
-0,88237 
0,46100 
0,18500 
1,69742 
1 
0202 
1 
0,09625 
0.09619 
0,09631 
3,01556 
3,01568 
2 
1 
2 
0,10394 
0.10396 
0,10393 
3.01553 
3,01550 
3 
2 
3 
-0,02132 
-0,02139 
-0,02125 
3,01545 
3.01559 
Í 
2 
f 
« -.rv.^-7 
-O 
2 «-VI r-T~7 
'rn 
; r' i : 
♦ 
F 
C 
♦1 
INS. RIGHE 1 fT“ 
j ESCI J 
+ 
ELIMINA RIGHE | 
CALCOLA 
Analisi dei Risultati 
RICALCO LA 
Differenza max 
Nome 
Stadia Chiusura 
0,00023 1,76000 
5 02071GM 
Fig. 2 
5. CONCLUSIONS 
From this study it can be pointed out that the measure 
campaigns for the inspection of vertical movements must be 
effected through geometrical precision levelling, with 
tolerances lower than those usually admitted for these 
operations. 
Next measures will be performed: 
at the end of the drillings and of the physical and 
hydraulic paramétrés test, but before starting the 
geothermal exploitation of the waters, within the limit of 
the network extending up to S. Giuliano Terme; 
the subsequent cycles always keeping the surveys limiftyl 
to the network extending to S. Giuliano Terme, with a 
yearly recurrence for the first two or three years to come; 
the repetition pace of the following measure campaigns, 
in any case will be scheduled on the basis of the analysis 
of the previous measurements, could be approximately 
one every five years; 
- as regards the extension of the altimetrical determinations 
for the connection to the reference point of Migliarino 
Pisano, these should be done, not at prefixed intervals, but 
according to the need, for instance when excessive or 
inexplicable vertical movements occur in the area of the 
wells influence.