ESEMPIO RETE CON IRRIGATORI
Tabulato di calcolo
25/05/2019 18:16:58 utente:
ricerca
diramazioni aperte...
Esame comandi input grafico...
Analisi testi generali
input grafico
<TL=10> tutti rami L= 10.000
<PAM=400> Perdita ammissibile[PA/M]=400.000
Esame comandi TSPR TIDR
TIRR utenze antincendio/irrigatori
<TIRR=1>
TIRR=1 tIDR/TSPR/TIRR
------------------------------------------------------------------------
Esame utenze dei comandi
grafici
utenze
totali trovate= 31
riepilogo utenze di calcolo
con le portate e rami e nodi associati
utenza..ramo....nodo......Q......quota
geometrica
..........................mc/h
..m H2O
1
27 25 2.833
0.00
2
29 27 2.833
0.00
3
30 28 2.833
0.00
4
31 29 2.833
0.00
5
40 37 2.833
0.00
6
41 38 2.833
0.00
7
43 40 2.833
0.00
8
44 41 2.833
0.00
9
45 42 2.833
0.00
10
46 43 2.833
0.00
11
47 44 2.833
0.00
12
48 45 2.833
0.00
13
49 46 2.833
0.00
14
50 47 2.833
0.00
15
51 48 2.833
0.00
16 52
49 2.833 0.00
17
53 50 2.833
0.00
18
54 51 2.833
0.00
19
55 52 2.833
0.00
20
57 54 2.833
0.00
21
58 55 2.833
0.00
22 60
57 2.833 0.00
23
61 58 2.833
0.00
24
63 60 2.833
0.00
25
64 61 2.833
0.00
26
65 62 2.833
0.00
27
66 64 2.833
0.00
28 69
66 2.833 0.00
29
70 67 2.833
0.00
30
71 68 2.833
0.00
31
72 69 2.833
0.00
utenze
attive trovate= 31
------------------------------------------------------------------------
ingressi
ingressi= 1
nodo
iniziale= 1 nodo finale ingresso
rete= 2
rami 1
nodi 1
Esame della rete
derivazioni=
31 aperte= 31 chiuse= 0
rami =
75
nodi =
71
Montanti = 0
punti
tripli = 36
Rami Derivazioni
= 32
"
Ingressi = 1
"
Montanti = 0
"
Montanti 2 = 0
"
Anelli/maglie= 0
"
derivazioni chiuse= 0
utenze trovate= 31
portata
nominale rete con le utenze tutte attive=87.833 mc/h
------------------------------------------------------------------------
Completo esame della rete
ingresso= 1
Montanti = 5
Maglie =
5
Subreti =
5
Montanti
2 =
4
percorsi
totali trovati= 67
controllo percorsi
idraulici..
completa analisi testi cad..
Analisi testi specifici
input grafico
<H=25> pressione iniziale ingresso 1= 25.0 mH2O
<>ZO=1> zona da elaborare = 1
<>ZO=2> zona da elaborare = 2
<>ZO=3> zona da elaborare = 3
<>ZO=4> zona da elaborare = 4
<>ZO=5> zona da elaborare = 5
<>ZO=6> zona da elaborare = 6
<>ZO=7> zona da elaborare = 7
<TAN=D50> tutti gli anelli tubazione=50
<TMO=D50> tutti i montanti tubazione=50
<TMO2=D50> tutti i montanti2 tubazione=50
<TDER=D32> tutte le derivazioni tubazione=32
<TMO2=D50> tutti i montanti2 tubazione=50
<TAN=D65> tutti gli anelli tubazione=65
<TMO=D65> tutti i montanti tubazione=65
assegnazione utenze ai percorsi..
esame utenze ripetute..
Analisi zone
Zona= 1 nodo=
9
rami 9
10 11 12
13 45 46
47 48 73
Zona= 2 nodo= 14
rami 14
15 16 17
18 19 49
50 51 52
Zona= 3 nodo= 24
rami 26
27 28 29
30 31
Zona= 4 nodo= 56
rami 59 60 61
62 63 64
Zona= 5 nodo= 30
rami 32
33 34 35
36 37 38
65 66 67
68 69 70
71 72
Zona= 6 nodo= 36
rami 39
40 41 42
43 44
Zona= 7 nodo= 19
rami 20
21 22 23
24 25 53
54 55 56
57 58
Progetto tubazioni con
una perdita di carico assegnata di :
400 Pa/m
Dimensionamento maglie
con il max diametro
maglia= 1 Diametro max=65
maglia= 2 Diametro max=65
maglia= 3 Diametro max=65
maglia= 4 Diametro max=65
maglia= 5 Diametro max=65
----- Calcolo nominale
----------
------------------------------------------------------------------------
Perdite di carico rami
ramo Q tubazione L
k Pt vel
mc/h
m Pa m/s
1 87.83
100 10.0 0.0
6370 2.8
2 53.83
65 10.0 0.0
21791 4.0
3 42.50
65 10.0 0.0
13673 3.2
4 31.17
65 10.0 0.0
7435 2.3
5 5.667
65 10.0 0.0
283 0.4
6 34.00
65 10.0 0.0
8818 2.5
7 22.67
65 10.0 0.0
3992 1.7
8 5.667
65 10.0 0.0
283 0.4
9 5.667
65 10.0 0.0
283 0.4
10 2.833
65 10.0 0.0
79 0.2
11 0.000
65 10.0 0.0
0
12 -2.833
65 10.0 0.0
79 -0.2
13 -5.667
65 10.0
0.0 283 -0.4
14 11.33
50 10.0 0.0
3950 1.4
15 5.667
65 10.0 0.0
283 0.4
16 2.833
65 10.0 0.0
79 0.2
17 0.000
65 10.0 0.0
0
18 -2.833
65 10.0 0.0
79 -0.2
19 -5.667
65 10.0 0.0
283 -0.4
20 14.17
50 10.0 0.0
6094 1.8
21 7.083
65 10.0 0.0
430 0.5
22 4.250
65 10.0 0.0
166 0.3
23 1.417
65 10.0 0.0
23 0.1
24 -1.417
65 10.0 0.0
23 -0.1
25 7.083
65 10.0 0.0
430 0.5
26 11.33
65 10.0 0.0
1048 0.8
27 2.833
32 10.0 0.0
1996 0.8
28 5.667
65 10.0 0.0
283 0.4
29 2.833
32 10.0 0.0
1996 0.8
30 2.833
32 10.0 0.0
1996 0.8
31 2.833
32 10.0 0.0
1996 0.8
32 17.00
50 10.0 0.0
8697 2.1
33 8.500
65 10.0 0.0
606 0.6
34 5.667
65 10.0 0.0
283 0.4
35 8.500
65 10.0 0.0
606 0.6
36 5.667
65 10.0 0.0
283 0.4
37 0.000
65 10.0 0.0
0
38 2.833
65 10.0 0.0
79 0.2
39 11.33
65 10.0 0.0
1048 0.8
40 2.833
32 10.0 0.0
1996 0.8
41 2.833
32 10.0 0.0
1996 0.8
42 5.667
65 10.0 0.0
283 0.4
43 2.833
32 10.0 0.0
1996 0.8
44 2.833
32 10.0
0.0 1996 0.8
45 2.833
32 10.0 0.0
1996 0.8
46 2.833
32 10.0 0.0
1996 0.8
47 2.833
32 10.0 0.0
1996 0.8
48 2.833
32 10.0 0.0
1996 0.8
49 2.833
32 10.0 0.0
1996 0.8
50 2.833
32 10.0 0.0
1996 0.8
51 2.833
32 10.0 0.0
1996 0.8
52 2.833
32 10.0 0.0
1996 0.8
53 2.833
32 10.0 0.0
1996 0.8
54 2.833
32 10.0 0.0
1996 0.8
55 2.833
32 10.0 0.0
1996 0.8
56 5.667
65 10.0 0.0
283 0.4
57 2.833
32 10.0 0.0
1996 0.8
58 2.833
32 10.0 0.0
1996 0.8
59 11.33
65 10.0 0.0
1048 0.8
60 2.833
32 10.0 0.0
1996 0.8
61 2.833
32 10.0 0.0
1996 0.8
62 5.667
65 10.0 0.0
283 0.4
63 2.833
32 10.0 0.0
1996 0.8
64 2.833
32 10.0 0.0
1996 0.8
65 2.833
32 10.0 0.0
1996 0.8
66 2.833
32 10.0 0.0
1996 0.8
67 2.833
32 10.0 0.0
1996 0.8
68 5.667
65 10.0 0.0
283 0.4
69 2.833
32 10.0 0.0
1996 0.8
70 2.833
32 10.0 0.0
1996 0.8
71 2.833
32 10.0 0.0
1996 0.8
72 2.833
32 10.0 0.0
1996 0.8
73 -11.33
50 10.0 0.0
3950 -1.4
74 -11.33
50 10.0 0.0
3950 -1.4
75 -11.33
50 10.0 0.0
3950 -1.4
Q=portata in mc/h
L=lunghezza
tubazione [m]
K=somma
coefficienti perdite concentrate
Ptot=perdita di carico
totale in m H2O
vel=velocitā [m/s]
?= perdita eccessiva
utenza
=utenza corrispondente al ramo
------------------------------------------------------------------------
Progetto tubazioni con
una perdita di carico assegnata di :
400 Pa/m
Dimensionamento maglie
con il max diametro
maglia= 1 Diametro max=65
maglia= 2 Diametro max=65
maglia= 3 Diametro max=65
maglia= 4 Diametro max=65
maglia= 5 Diametro max=65
----- Calcolo nominale
----------
------------------------------------------------------------------------
Perdite di carico rami
ramo Q tubazione L
k Pt vel
mc/h m Pa m/s
1 87.83
100 10.0 0.0
6370 2.8
2 53.83
65 10.0 0.0
21791 4.0
3 42.50
65 10.0 0.0
13673 3.2
4 31.17
65 10.0 0.0
7435 2.3
5 5.667
65 10.0 0.0
283 0.4
6 34.00
65 10.0 0.0
8818 2.5
7 22.67
65 10.0 0.0
3992 1.7
8 5.667
65 10.0 0.0
283 0.4
9 5.667
65 10.0 0.0
283 0.4
10 2.833
65 10.0 0.0
79 0.2
11 0.000
65 10.0 0.0
0
12 -2.833
65 10.0 0.0
79 -0.2
13 -5.667
65 10.0
0.0 283 -0.4
14 11.33
50 10.0 0.0
3950 1.4
15 5.667
65 10.0 0.0
283 0.4
16 2.833
65 10.0 0.0
79 0.2
17 0.000
65 10.0 0.0
0
18 -2.833
65 10.0 0.0
79 -0.2
19 -5.667
65 10.0 0.0
283 -0.4
20 14.17
50 10.0 0.0
6094 1.8
21 7.083
65 10.0 0.0
430 0.5
22 4.250
65 10.0 0.0
166 0.3
23 1.417
65 10.0 0.0
23 0.1
24 -1.417
65 10.0 0.0
23 -0.1
25 7.083
65 10.0 0.0
430 0.5
26 11.33
65 10.0 0.0 1048
0.8
27 2.833
32 10.0 0.0
1996 0.8
28 5.667
65 10.0 0.0
283 0.4
29 2.833
32 10.0 0.0
1996 0.8
30 2.833
32 10.0 0.0
1996 0.8
31 2.833
32 10.0 0.0
1996 0.8
32 17.00
50 10.0 0.0
8697 2.1
33 8.500
65 10.0 0.0
606 0.6
34 5.667
65 10.0 0.0
283 0.4
35 8.500
65 10.0 0.0
606 0.6
36 5.667
65 10.0 0.0
283 0.4
37 0.000
65 10.0 0.0
0
38 2.833
65 10.0 0.0
79 0.2
39 11.33
65 10.0 0.0
1048 0.8
40 2.833
32 10.0 0.0
1996 0.8
41 2.833
32 10.0 0.0
1996 0.8
42 5.667
65 10.0 0.0
283 0.4
43 2.833
32 10.0 0.0
1996 0.8
44 2.833
32 10.0 0.0
1996 0.8
45 2.833
32 10.0 0.0
1996 0.8
46 2.833
32 10.0 0.0
1996 0.8
47 2.833
32 10.0 0.0
1996 0.8
48 2.833
32 10.0 0.0
1996 0.8
49 2.833
32 10.0 0.0
1996 0.8
50 2.833
32 10.0 0.0
1996 0.8
51 2.833
32 10.0 0.0
1996 0.8
52 2.833
32 10.0 0.0
1996 0.8
53 2.833
32 10.0 0.0
1996 0.8
54 2.833
32 10.0 0.0
1996 0.8
55 2.833
32 10.0 0.0
1996 0.8
56 5.667
65 10.0 0.0
283 0.4
57 2.833
32 10.0 0.0
1996 0.8
58 2.833
32 10.0 0.0
1996 0.8
59 11.33
65 10.0 0.0
1048 0.8
60 2.833
32 10.0 0.0
1996 0.8
61 2.833
32 10.0 0.0
1996 0.8
62 5.667
65 10.0 0.0
283 0.4
63 2.833
32 10.0 0.0
1996 0.8
64 2.833
32 10.0 0.0
1996 0.8
65 2.833
32 10.0 0.0
1996 0.8
66 2.833
32 10.0 0.0
1996 0.8
67 2.833
32 10.0
0.0 1996 0.8
68 5.667
65 10.0 0.0
283 0.4
69 2.833
32 10.0 0.0
1996 0.8
70 2.833
32 10.0 0.0
1996 0.8
71 2.833
32 10.0 0.0
1996 0.8
72 2.833
32 10.0 0.0
1996 0.8
73 -11.33
50 10.0 0.0
3950 -1.4
74 -11.33
50 10.0 0.0
3950 -1.4
75 -11.33
50 10.0 0.0
3950 -1.4
Q=portata in mc/h
L=lunghezza
tubazione [m]
K=somma
coefficienti perdite concentrate
Ptot=perdita di carico
totale in m H2O
vel=velocitā [m/s]
?= perdita eccessiva
utenza
=utenza corrispondente al ramo
------------------------------------------------------------------------
Dati generali
DATA:Sabato 25/05/2019
Ore:18:16:58
antincendio
TITOLO
PROGETTO:
nome
file:z:\temp\esempi\irrigazione.rete
data
e dimensione file=26/10/2018 19:43:36 dimensione= 2528 bytes
------------Calcolo con
utenze attive--------------------------
Percorsi
idraulici trovati= 67
Assegno e controllo quote
geometriche..
TUTTI
I PERCORSI IDRAULICI HANNO PREVALENZA MAGGIORE/UGUALE A QUELLA MINIMA
Soluzione della rete con
metodo iterativo di Cross
iterazione= 1
errore medio= 2.529 percorsi ok=
1
iterazione= 2
errore medio= 0.569 percorsi ok=
0
iterazione= 3
errore medio= 0.384 percorsi ok=
0
iterazione= 4
errore medio= 0.265 percorsi ok=
0
iterazione= 5
errore medio= 0.182 percorsi ok=
1
iterazione= 6
errore medio= 0.126 percorsi ok=
0
iterazione= 7
errore medio= 0.090 percorsi ok=
2
iterazione= 8
errore medio= 0.066 percorsi ok=
2
iterazione= 9
errore medio= 0.049 percorsi ok=
6
iterazione= 10
errore medio= 0.037 percorsi ok=
7
iterazione= 11
errore medio= 0.029 percorsi ok=
10
iterazione= 12
errore medio= 0.022 percorsi ok=
11
iterazione= 13
errore medio= 0.018 percorsi ok=
16
iterazione= 14
errore medio= 0.014 percorsi ok=
23
iterazione= 15
errore medio= 0.011 percorsi ok=
26
iterazione= 16
errore medio= 0.009 percorsi ok=
33
iterazione= 17
errore medio= 0.007 percorsi ok=
38
iterazione= 18
errore medio= 0.005 percorsi ok=
42
iterazione= 19
errore medio= 0.004 percorsi ok=
48
iterazione= 20
errore medio= 0.003 percorsi ok=
53
iterazione= 21
errore medio= 0.003 percorsi ok=
55
iterazione= 22
errore medio= 0.002 percorsi ok=
59
iterazione= 23
errore medio= 0.002 percorsi ok=
61
iterazione= 24
errore medio= 0.001 percorsi ok=
64
iterazione= 25
errore medio= 0.001 percorsi ok=
65
iterazione= 26
errore medio= 0.001 percorsi ok=
67
Percorsi
idraulici chiusi= 5 aperti= 62 totali=
67 attivi 67 non attivi= 0
Iterazioni
del calcolo iterativo= 26 scostamento medio=0.001
Verifica congruenza
risultati
Verifica della rete idraulica..
I
percorsi idraulici sono verificati quando la differenza fra i valori
delle
colonne :Pstatica e Perdite č minore di= 150 Pa
delta=incremento
finale delle portate nel calcolo iterativo
Pstatica=differenza fra la quota
geometrica iniziale e finale sommata
con
la prevalenza della/e pompa/e
Perdite:perdite di carico del percorso
idraulico
Le equazioni di
equilibrio idraulico dei percorsi sono soddisfatte
------------------------------------------------------------------------
Perdite di carico rami
ramo Q tubazione L
k Pt vel
mc/h
m Pa m/s
1 243.4
100 10.0 0.0
47827 7.7
2 115.0
65 10.0 0.0
98030 8.5
3 84.22
65 10.0 0.0
52844 6.3
4 52.46
65 10.0 0.0
20710 3.9
5 -5.899
65 10.0 0.0
305 -0.4
6 128.4
65 10.0 0.0 122092 9.5
7 70.62
65 10.0 0.0
37276 5.3
8 39.62
65 10.0 0.0
11909 2.9
9 15.39
65 10.0 0.0
1884 1.1
10 7.627
65 10.0 0.0
494 0.6
11 -0.006
65 10.0 0.0
0 -0.0
12 -7.634
65 10.0 0.0
495 -0.6
13 -15.36
65 10.0 0.0
1878 -1.1
14 31.76
50 10.0 0.0
29701 4.0
15 15.88
65 10.0 0.0
2003 1.2
16 7.870
65 10.0 0.0
524 0.6
17 0.001
65 10.0 0.0
0 0.0
18 -7.869
65 10.0 0.0
524 -0.6
19 -15.88
65 10.0 0.0
2002 -1.2
20 24.84
50 10.0 0.0
18304 3.1
21 11.72
65 10.0 0.0
1118 0.9
22 6.523
65 10.0 0.0
368 0.5
23 1.462
65 10.0 0.0
24 0.1
24 -3.596
65 10.0 0.0
122 -0.3
25 13.12
65 10.0 0.0
1386 1.0
26 33.72
65 10.0 0.0
8676 2.5
27 8.709
32 10.0 0.0
17472 2.4
28 16.31
65 10.0 0.0
2108 1.2
29 8.154
32 10.0 0.0
15360 2.2
30 8.152
32 10.0 0.0
15353 2.2
31 8.705
32 10.0 0.0
17453 2.4
32 31.00
50 10.0
0.0 28324 3.9
33 15.31
65 10.0 0.0
1865 1.1
34 9.530
65 10.0 0.0
753 0.7
35 15.70
65 10.0 0.0
1958 1.2
36 9.934
65 10.0 0.0
815 0.7
37 -0.272
65 10.0 0.0
1 -0.0
38 4.064
65 10.0 0.0
153 0.3
39 57.77
65 10.0 0.0
25052 4.3
40 14.91
32 10.0 0.0
50273 4.1
41 14.91
32 10.0 0.0
50272 4.1
42 27.95
65 10.0 0.0
6009 2.1
43 13.98
32 10.0 0.0
44263 3.8
44 13.98
32 10.0 0.0
44260 3.8
45 7.761
32 10.0 0.0
13945 2.1
46 7.633
32 10.0 0.0
13502 2.1
47 7.627
32 10.0 0.0
13481 2.1
48 7.729
32 10.0 0.0
13832 2.1
49 8.012
32 10.0 0.0
14842 2.2
50 7.869
32 10.0 0.0
14328 2.1
51 7.869
32 10.0 0.0
14329 2.1
52 8.008
32 10.0 0.0
14828 2.2
53 5.200
32 10.0 0.0
6400 1.4
54 5.061
32 10.0 0.0
6075 1.4
55 5.058 32
10.0 0.0 6068
1.4
56 9.523
65 10.0 0.0
752 0.7
57 4.780
32 10.0 0.0
5439 1.3
58 4.743
32 10.0 0.0
5358 1.3
59 33.52
65 10.0 0.0
8576 2.5
60 8.656
32 10.0 0.0
17265 2.4
61 8.656
32 10.0 0.0
17264 2.4
62 16.21
65 10.0 0.0
2083 1.2
63 8.106
32 10.0 0.0
15182 2.2
64 8.102
32 10.0
0.0 15167 2.2
65 5.778
32 10.0 0.0
7850 1.6
66 3.792
32 10.0 0.0
3482 1.0
67 3.792
32 10.0 0.0
3482 1.0
68 10.21
65 10.0 0.0
858 0.8
69 5.100
32 10.0 0.0
6165 1.4
70 5.106
32 10.0 0.0
6178 1.4
71 5.764
32 10.0 0.0
7814 1.6
72 5.465
32 10.0 0.0
7049 1.5
73 -30.75
50 10.0 0.0
27867 -3.8
74 -30.75
50 10.0 0.0
27867 -3.8
75 -30.75
50 10.0 0.0
27867 -3.8
Q=portata in mc/h
L=lunghezza
tubazione [m]
K=somma
coefficienti perdite concentrate
Ptot=perdita di carico
totale in m H2O
vel=velocitā [m/s]
?= perdita eccessiva
utenza
=utenza corrispondente al ramo
------------------------------------------------------------------------
DETTAGLI PERDITE
TUBAZIONI
ramo Q......Pdis...Pcon...Pval...Pdet...Put....Ptot...vel....
mc/h
PA " " "
" " m/sec
1
243.4 47827 0
0 0 47827
7.76
2
115.0 98030 0
0 0 98030
8.57
3
84.22 52844 0
0 0 52844
6.27
4
52.46 20710 0
0 0 20710
3.91
5
5.899 305 0
0 0 305
0.44
6
128.4 122092 0 0
0 122092 9.57
7
70.62 37276 0
0 0 37276
5.26
8
39.62 11909 0
0 0 11909
2.95
9
15.39 1884 0
0 0 1884
1.15
10
7.627 494 0
0 0 494
0.57
11
0.006 0 0
0 0 0
0.00
12
7.634 495 0
0 0 495
0.57
13
15.36 1878 0
0 0 1878
1.14
14
31.76 29701 0
0 0 29701
3.98
15
15.88 2003 0
0 0 2003
1.18
16
7.870 524 0
0 0 524
0.59
17
0.001 0 0
0 0 0
0.00
18
7.869 524 0
0 0 524
0.59
19
15.88 2002 0
0 0 2002
1.18
20
24.84 18304 0
0 0 18304
3.12
21
11.72 1118 0
0 0 1118
0.87
22
6.523 368 0
0 0 368
0.49
23
1.462 24 0
0 0 24
0.11
24
3.596 122 0
0 0 122
0.27
25
13.12 1386 0
0 0 1386
0.98
26
33.72 8676 0
0 0 8676
2.51
27
8.709 17472 0
0 0 17472
2.38
28
16.31 2108 0
0 0 2108
1.21
29
8.154 15360 0
0 0 15360
2.23
30
8.152 15353 0
0 0 15353
2.22
31
8.705 17453 0
0 0 17453
2.38
32
31.00 28324 0
0 0 28324
3.89
33
15.31 1865 0
0 0 1865
1.14
34
9.530 753 0
0 0 753
0.71
35
15.70 1958 0
0 0 1958
1.17
36
9.934 815 0
0 0 815
0.74
37
0.272 1 0
0 0 1
0.02
38
4.064 153 0
0 0 153
0.30
39
57.77 25052 0
0 0 25052
4.30
40
14.91 50273 0
0 0 50273
4.07
41
14.91 50272 0
0 0 50272
4.07
42
27.95 6009 0
0 0 6009
2.08
43
13.98 44263 0
0 0 44263
3.81
44
13.98 44260 0
0 0 44260
3.81
45
7.761 13945 0 0
0 13945 2.12
46
7.633 13502 0
0 0 13502
2.08
47
7.627 13481 0
0 0 13481
2.08
48
7.729 13832 0
0 0 13832
2.11
49
8.012 14842 0
0 0
14842 2.19
50
7.869 14328 0
0 0 14328
2.15
51
7.869 14329 0
0 0 14329
2.15
52
8.008 14828 0
0 0 14828
2.19
53
5.200 6400 0
0 0 6400
1.42
54
5.061 6075 0
0 0 6075
1.38
55
5.058 6068 0
0 0 6068
1.38
56
9.523 752 0
0 0 752
0.71
57
4.780 5439 0
0 0 5439
1.30
58
4.743 5358 0
0 0 5358
1.29
59
33.52 8576 0
0 0 8576
2.50
60
8.656 17265 0
0 0 17265
2.36
61
8.656 17264 0
0 0 17264
2.36
62
16.21 2083 0
0 0 2083
1.21
63
8.106 15182 0
0 0 15182
2.21
64
8.102 15167 0
0 0 15167
2.21
65
5.778 7850 0
0 0 7850
1.58
66 3.792
3482 0 0
0 3482 1.03
67
3.792 3482 0
0 0 3482
1.03
68
10.21 858 0
0 0 858
0.76
69
5.100 6165 0
0 0 6165
1.39
70
5.106 6178
0 0 0
6178 1.39
71
5.764 7814 0
0 0 7814
1.57
72
5.465 7049 0
0 0 7049
1.49
73
30.75 27867 0
0 0 27867
3.86
74
30.75 27867 0
0 0 27867
3.86
75
30.75 27867 0
0 0 27867
3.86
LEGENDA
Q=portata
Pdis=perdita distribuita
Pcon=perdita nelle
accidentalitā
Pval=perdita valvole
Pdet=perdita detentori
Preg=perdita valvole di
regolazione
Put=perdita
di carico nelle utenze
(fancoil,bocchette..)
Ptot=totale delle perdite
VEL=velocitā
nella tubazione
Zona= 1 nodo=
9
rami 9
10 11 12
13 45 46
47 48 73
---->Calcolo
zona= 1<-----
iterazione= 1
errore medio= 1.694 percorsi ok=
3
iterazione= 2
errore medio= 0.326 percorsi ok=
3
iterazione= 3
errore medio= 0.214 percorsi ok=
3
iterazione= 4
errore medio= 0.157 percorsi ok=
3
iterazione= 5
errore medio= 0.118 percorsi ok=
3
iterazione= 6
errore medio= 0.089 percorsi ok=
3
iterazione= 7
errore medio= 0.068 percorsi ok=
3
iterazione= 8
errore medio= 0.051 percorsi ok=
3
iterazione= 9
errore medio= 0.039 percorsi ok=
3
iterazione= 10
errore medio= 0.030 percorsi ok=
3
iterazione= 11
errore medio= 0.023 percorsi ok=
3
iterazione= 12
errore medio= 0.017 percorsi ok=
4
iterazione= 13
errore medio= 0.013 percorsi ok=
4
iterazione= 14
errore medio= 0.010 percorsi ok=
7
iterazione= 15
errore medio= 0.008 percorsi ok=
7
iterazione= 16
errore medio= 0.006 percorsi ok=
7
iterazione= 17
errore medio= 0.004 percorsi ok=
7
iterazione= 18
errore medio= 0.003 percorsi ok=
8
iterazione= 19
errore medio= 0.003 percorsi ok=
9
iterazione= 20
errore medio= 0.002 percorsi ok=
10
iterazione= 21
errore medio= 0.002 percorsi ok=
11
iterazione= 22
errore medio= 0.001 percorsi ok=
12
iterazione= 23
errore medio= 0.001 percorsi ok=
13
Percorsi
idraulici chiusi= 5 aperti= 62 totali=
67 attivi 13 non attivi= 54
Iterazioni
del calcolo iterativo= 23 scostamento medio=0.001
------------------------------------------------------------------------
Perdite di carico rami
ramo Q tubazione L
k Pt vel
mc/h
m Pa m/s
1 47.49
100 10.0 0.0
1913 1.5
2 33.98
65 10.0 0.0
8808 2.5
3 -13.51
65 10.0 0.0
1468 -1.0
4 -13.51
65 10.0 0.0
1468 -1.0
5 -13.51
65 10.0 0.0
1468 -1.0
6 13.51
65 10.0 0.0
1468 1.0
7 13.51
65 10.0
0.0 1468 1.0
8 13.51
65 10.0 0.0
1468 1.0
9 23.75
65 10.0 0.0
4374 1.8
10 11.77
65 10.0 0.0
1127 0.9
11 -0.002
65 10.0 0.0
0 -0.0
12 -11.78
65 10.0 0.0
1127 -0.9
13 -23.74
65 10.0 0.0
4368 -1.8
14 0.000
50 10.0 0.0
0
15 0.000
65 10.0 0.0
0
16 0.000
65 10.0 0.0
0
17 0.000
65 10.0 0.0
0
18 0.000
65 10.0 0.0
0
19 0.000
65 10.0 0.0
0
20 0.000
50 10.0 0.0
0
21 0.000
65 10.0 0.0
0
22 0.000
65 10.0 0.0
0
23 0.000
65 10.0 0.0
0
24 0.000
65 10.0 0.0
0
25 0.000
65 10.0
0.0 0
26 0.000
65 10.0 0.0
0
27 0.000
32 10.0 0.0
0
28 0.000
65 10.0 0.0
0
29 0.000
32 10.0 0.0
0
30 0.000
32 10.0 0.0
0
31 0.000
32 10.0 0.0
0
32 0.000
50 10.0 0.0
0
33 0.000
65 10.0 0.0
0
34 0.000
65 10.0 0.0
0
35 0.000
65 10.0 0.0
0
36 0.000
65 10.0 0.0
0
37 0.000
65 10.0 0.0
0
38 0.000
65 10.0 0.0
0
39 0.000
65 10.0 0.0
0
40 0.000
32 10.0 0.0
0
41 0.000
32 10.0 0.0
0
42 0.000
65 10.0 0.0
0
43 0.000
32 10.0 0.0
0
44 0.000
32 10.0 0.0
0
45 11.98
32 10.0 0.0
32670 3.3
46 11.78
32 10.0 0.0
31588 3.2
47 11.77
32 10.0 0.0
31571 3.2
48 11.96
32 10.0
0.0 32580 3.3
49 0.000
32 10.0 0.0
0
50 0.000
32 10.0 0.0
0
51 0.000
32 10.0 0.0
0
52 0.000
32 10.0 0.0
0
53 0.000
32 10.0 0.0
0
54 0.000
32 10.0 0.0
0
55 0.000
32 10.0 0.0
0
56 0.000
65 10.0 0.0
0
57 0.000
32 10.0 0.0
0
58 0.000
32 10.0 0.0
0
59 0.000
65 10.0 0.0
0
60 0.000
32 10.0 0.0
0
61 0.000
32 10.0
0.0 0
62 0.000
65 10.0 0.0
0
63 0.000
32 10.0 0.0
0
64 0.000
32 10.0 0.0
0
65 0.000
32 10.0 0.0
0
66 0.000
32 10.0 0.0
0
67 0.000
32 10.0 0.0
0
68 0.000
65 10.0 0.0
0
69 0.000
32 10.0 0.0
0
70 0.000
32 10.0 0.0
0
71 0.000
32 10.0 0.0
0
72 0.000
32 10.0 0.0
0
73 -47.49
50 10.0 0.0
65838 -5.9
74 -47.49
50 10.0 0.0
65838 -5.9
75 -47.49
50 10.0 0.0
65838 -5.9
Q=portata in mc/h
L=lunghezza
tubazione [m]
K=somma
coefficienti perdite concentrate
Ptot=perdita di carico
totale in m H2O
vel=velocitā [m/s]
?= perdita eccessiva
utenza
=utenza corrispondente al ramo
------------------------------------------------------------------------
Pressioni e portate agli
irrigatori
IRR....Nodo...Q......Q......H
geo..P......P......Lancio.Att....zona
L/min mc/h
m Bar
mH2O m
9
42 12.0 0.719 0.00 32.741 333.731 9.21
1
10
43 11.8 0.707 0.00 31.827 324.408 9.15
1
11
44 11.8 0.706 0.00 31.812 324.258 9.15
1
12
45 12.0 0.718 0.00 32.665 332.955 9.21
1
volume
acqua nelle tubazioni= 1887.9 litri
portata
erogata totale = 241.3 L/min
portata
erogata totale = 14.5 mc/h
Zona= 2 nodo= 14
rami 14
15 16 17
18 19 49
50 51 52
---->Calcolo
zona= 2<-----
iterazione= 1
errore medio= 3.012 percorsi ok=
3
iterazione= 2
errore medio= 0.832 percorsi ok=
3
iterazione= 3
errore medio= 0.514 percorsi ok=
3
iterazione= 4
errore medio= 0.353 percorsi ok=
3
iterazione= 5
errore medio= 0.250 percorsi ok=
3
iterazione= 6
errore medio= 0.178 percorsi ok=
4
iterazione= 7
errore medio= 0.127 percorsi ok=
4
iterazione= 8
errore medio= 0.091 percorsi ok=
3
iterazione= 9
errore medio= 0.065 percorsi ok=
3
iterazione= 10
errore medio= 0.046 percorsi ok=
3
iterazione= 11
errore medio= 0.033 percorsi ok=
4
iterazione= 12
errore medio= 0.023 percorsi ok=
4
iterazione= 13
errore medio= 0.017 percorsi ok=
5
iterazione= 14
errore medio= 0.012 percorsi ok=
7
iterazione= 15
errore medio= 0.008 percorsi ok=
8
iterazione= 16
errore medio= 0.006 percorsi ok=
9
iterazione= 17
errore medio= 0.004 percorsi ok=
10
iterazione= 18
errore medio= 0.003 percorsi ok=
10
iterazione= 19
errore medio= 0.002 percorsi ok=
12
iterazione= 20
errore medio= 0.002 percorsi ok=
13
Percorsi
idraulici chiusi= 5 aperti= 62 totali=
67 attivi 13 non attivi= 54
Iterazioni
del calcolo iterativo= 20 scostamento medio=0.002
------------------------------------------------------------------------
Perdite di carico rami
ramo Q tubazione L
k Pt vel
mc/h
m Pa m/s
1 68.79
100 10.0 0.0
3943 2.2
2 42.32
65 10.0 0.0
13557 3.1
3 42.32
65 10.0 0.0
13557 3.1
4 -26.48
65 10.0 0.0
5404 -2.0
5 -26.48
65 10.0 0.0
5404 -2.0
6 26.48
65 10.0 0.0
5404 2.0
7 26.48
65 10.0 0.0
5404 2.0
8 26.48
65 10.0 0.0
5404 2.0
9 0.000
65 10.0 0.0
0
10 0.000
65 10.0 0.0
0
11 0.000
65 10.0 0.0
0
12 0.000
65 10.0
0.0 0
13 0.000
65 10.0 0.0
0
14 68.79
50 10.0 0.0 137351 8.6
15 34.41
65 10.0 0.0
9026 2.6
16 17.05
65 10.0 0.0
2298 1.3
17 0.003
65 10.0 0.0
0 0.0
18 -17.05
65 10.0 0.0
2296 -1.3
19 -34.39
65 10.0 0.0
9016 -2.6
20 0.000
50 10.0 0.0
0
21 0.000
65 10.0 0.0
0
22 0.000
65 10.0 0.0
0
23 0.000
65 10.0 0.0
0
24 0.000
65 10.0 0.0
0
25 0.000
65 10.0 0.0
0
26 0.000
65 10.0 0.0
0
27 0.000
32 10.0 0.0
0
28 0.000
65 10.0 0.0
0
29 0.000
32 10.0 0.0
0
30 0.000
32 10.0 0.0
0
31 0.000
32 10.0 0.0
0
32 0.000
50 10.0 0.0
0
33 0.000
65 10.0 0.0
0
34 0.000
65 10.0 0.0
0
35 0.000
65 10.0 0.0
0
36 0.000
65 10.0 0.0
0
37 0.000
65 10.0 0.0
0
38 0.000
65 10.0 0.0
0
39 0.000
65 10.0 0.0
0
40 0.000
32 10.0 0.0
0
41 0.000
32 10.0 0.0
0
42 0.000
65 10.0 0.0
0
43 0.000
32 10.0 0.0
0
44 0.000
32 10.0 0.0
0
45 0.000
32 10.0 0.0
0
46 0.000
32 10.0 0.0
0
47 0.000
32 10.0 0.0
0
48 0.000
32 10.0 0.0
0
49 17.35
32 10.0 0.0
67836 4.7
50 17.05
32 10.0 0.0
65544 4.6
51 17.05
32 10.0 0.0
65526 4.6
52 17.34
32 10.0 0.0
67757 4.7
53 0.000
32 10.0
0.0 0
54 0.000
32 10.0 0.0
0
55 0.000
32 10.0 0.0
0
56 0.000
65 10.0 0.0
0
57 0.000
32 10.0 0.0
0
58 0.000
32 10.0 0.0
0
59 0.000
65 10.0 0.0
0
60 0.000
32 10.0 0.0
0
61 0.000
32 10.0 0.0
0
62 0.000
65 10.0 0.0
0
63 0.000
32 10.0 0.0
0
64 0.000
32 10.0 0.0
0
65 0.000
32 10.0 0.0
0
66 0.000
32 10.0 0.0
0
67 0.000
32 10.0 0.0
0
68 0.000
65 10.0 0.0
0
69 0.000
32 10.0 0.0
0
70 0.000
32 10.0 0.0
0
71 0.000
32 10.0 0.0
0
72 0.000
32 10.0 0.0
0
73 0.000
50 10.0 0.0
0
74 0.000
50 10.0 0.0
0
75 0.000
50 10.0 0.0
0
Q=portata in mc/h
L=lunghezza
tubazione [m]
K=somma
coefficienti perdite concentrate
Ptot=perdita di carico
totale in m H2O
vel=velocitā [m/s]
?= perdita eccessiva
utenza
=utenza corrispondente al ramo
------------------------------------------------------------------------
Pressioni e portate agli
irrigatori
IRR....Nodo...Q......Q......H
geo..P......P......Lancio.Att....zona
L/min mc/h
m Bar mH2O
m
13
46 17.4 1.041 0.00 60.439 616.058 10.62 2
14
47 17.1 1.023 0.00 58.724 598.577 10.55 2
15
48 17.0 1.023 0.00 58.711 598.441 10.55 2
16
49 17.3 1.040 0.00 60.380 615.454 10.62 2
volume
acqua nelle tubazioni= 1887.9 litri
portata
erogata totale = 251.9 L/min
portata
erogata totale = 15.1 mc/h
Zona= 3 nodo= 24
rami 26
27 28 29
30 31
---->Calcolo
zona= 3<-----
iterazione= 1
errore medio= 3.871 percorsi ok=
4
iterazione= 2
errore medio= 0.596 percorsi ok=
4
iterazione= 3
errore medio= 0.235 percorsi ok=
4
iterazione= 4
errore medio= 0.130 percorsi ok=
4
iterazione= 5
errore medio= 0.077 percorsi ok=
4
iterazione= 6
errore medio= 0.046 percorsi ok=
4
iterazione= 7
errore medio= 0.028 percorsi ok=
5
iterazione= 8
errore medio= 0.017 percorsi ok=
5
iterazione= 9
errore medio= 0.010 percorsi ok=
5
iterazione= 10
errore medio= 0.006 percorsi ok=
5
iterazione= 11
errore medio= 0.003 percorsi ok=
7
iterazione= 12
errore medio= 0.002 percorsi ok=
9
iterazione= 13
errore medio= 0.001 percorsi ok=
13
Percorsi
idraulici chiusi= 5 aperti= 62 totali=
67 attivi 13 non attivi= 54
Iterazioni
del calcolo iterativo= 13 scostamento medio=0.001
------------------------------------------------------------------------
Perdite di carico rami
ramo Q tubazione L
k Pt vel
mc/h
m Pa m/s
1 90.91
100 10.0 0.0
6816 2.9
2 42.14
65 10.0 0.0
13444 3.1
3 42.14
65 10.0 0.0
13444 3.1
4 42.14
65 10.0 0.0
13444 3.1
5 42.14
65 10.0 0.0
13444 3.1
6 48.77
65 10.0 0.0
17932 3.6
7 48.77
65 10.0 0.0
17932 3.6
8 48.77
65 10.0 0.0
17932 3.6
9 0.000
65 10.0 0.0
0
10 0.000
65 10.0 0.0
0
11 0.000
65 10.0 0.0
0
12 0.000
65 10.0 0.0
0
13 0.000
65 10.0 0.0
0
14 0.000
50 10.0 0.0
0
15 0.000
65 10.0 0.0
0
16 0.000
65 10.0 0.0
0
17 0.000
65 10.0 0.0
0
18 0.000
65 10.0 0.0
0
19 0.000
65 10.0 0.0
0
20 0.000
50 10.0 0.0
0
21 0.000
65 10.0 0.0 0
22 0.000
65 10.0 0.0
0
23 0.000
65 10.0 0.0
0
24 0.000
65 10.0 0.0
0
25 0.000
65 10.0 0.0
0
26 90.91
65 10.0 0.0
61488 6.8
27 23.46
32 10.0 0.0 123221 6.4
28 44.01
65 10.0 0.0
14644 3.3
29 22.01
32 10.0 0.0 108593 6.0
30 22.00
32 10.0 0.0 108525 6.0
31 23.44
32 10.0 0.0 123094 6.4
32 0.000
50 10.0 0.0
0
33 0.000
65 10.0 0.0
0
34 0.000
65 10.0 0.0
0
35 0.000
65 10.0 0.0
0
36 0.000
65 10.0 0.0
0
37 0.000
65 10.0 0.0
0
38 0.000
65 10.0 0.0
0
39 0.000
65 10.0 0.0
0
40 0.000
32 10.0 0.0
0
41 0.000
32 10.0 0.0
0
42 0.000
65 10.0
0.0 0
43 0.000
32 10.0 0.0
0
44 0.000
32 10.0 0.0
0
45 0.000
32 10.0 0.0
0
46 0.000
32 10.0 0.0
0
47 0.000
32 10.0 0.0
0
48 0.000
32 10.0 0.0
0
49 0.000
32 10.0 0.0
0
50 0.000
32 10.0 0.0
0
51 0.000
32 10.0 0.0
0
52 0.000
32 10.0 0.0
0
53 0.000
32 10.0 0.0
0
54 0.000
32 10.0 0.0
0
55 0.000
32 10.0 0.0
0
56 0.000
65 10.0 0.0
0
57 0.000
32 10.0 0.0
0
58 0.000
32 10.0 0.0
0
59 0.000
65 10.0 0.0
0
60 0.000
32 10.0 0.0
0
61 0.000
32 10.0
0.0 0
62 0.000
65 10.0 0.0
0
63 0.000
32 10.0 0.0
0
64 0.000
32 10.0 0.0
0
65 0.000
32 10.0 0.0
0
66 0.000
32 10.0 0.0
0
67 0.000
32 10.0 0.0
0
68 0.000
65 10.0 0.0
0
69 0.000
32 10.0 0.0
0
70 0.000
32 10.0 0.0
0
71 0.000
32 10.0 0.0
0
72 0.000
32 10.0 0.0
0
73 0.000
50 10.0 0.0
0
74 0.000
50 10.0 0.0
0
75 0.000
50 10.0 0.0
0
Q=portata in mc/h
L=lunghezza
tubazione [m]
K=somma
coefficienti perdite concentrate
Ptot=perdita di carico
totale in m H2O
vel=velocitā [m/s]
?= perdita eccessiva
utenza
=utenza corrispondente al ramo
------------------------------------------------------------------------
Pressioni e portate agli
irrigatori
IRR....Nodo...Q......Q......H
geo..P......P......Lancio.Att....zona
L/min mc/h
m Bar mH2O
m
1
25 23.5 1.407 0.00 99.543 1014.64 11.93 3
2
27 22.0 1.320 0.00 89.575 913.034 11.64 3
3
28 22.0 1.320 0.00 89.527 912.552 11.64 3
4
29 23.4 1.407 0.00 99.458 1013.77 11.93 3
volume
acqua nelle tubazioni= 1887.9 litri
portata
erogata totale = 313.6 L/min
portata
erogata totale = 18.8 mc/h
Zona= 4 nodo= 56
rami 59
60 61 62
63 64
---->Calcolo
zona= 4<-----
iterazione= 1
errore medio= 3.913 percorsi ok=
4
iterazione= 2
errore medio= 0.669 percorsi ok=
4
iterazione= 3
errore medio= 0.281 percorsi ok=
4
iterazione= 4
errore medio= 0.149 percorsi ok=
4
iterazione= 5
errore medio= 0.088 percorsi ok=
4
iterazione= 6
errore medio= 0.052 percorsi ok=
4
iterazione= 7
errore medio= 0.030 percorsi ok=
4
iterazione= 8
errore medio= 0.018 percorsi ok=
4
iterazione= 9
errore medio= 0.010 percorsi ok=
5
iterazione= 10
errore medio= 0.006 percorsi ok=
6
iterazione= 11
errore medio= 0.003 percorsi ok=
7
iterazione= 12
errore medio= 0.002 percorsi ok=
10
iterazione= 13
errore medio= 0.001 percorsi ok=
13
Percorsi
idraulici chiusi= 5 aperti= 62 totali=
67 attivi 13 non attivi= 54
Iterazioni
del calcolo iterativo= 13 scostamento medio=0.001
------------------------------------------------------------------------
Perdite di carico rami
ramo Q tubazione L
k Pt vel
mc/h
m Pa m/s
1 90.91
100 10.0 0.0
6816 2.9
2 48.76
65 10.0
0.0 17923 3.6
3 48.76
65 10.0 0.0
17923 3.6
4 48.76
65 10.0 0.0
17923 3.6
5 -42.15
65 10.0 0.0
13451 -3.1
6 42.15
65 10.0 0.0
13451 3.1
7 42.15
65 10.0 0.0
13451 3.1
8 42.15
65 10.0 0.0
13451 3.1
9 0.000
65 10.0 0.0
0
10 0.000
65 10.0 0.0
0
11 0.000
65 10.0 0.0
0
12 0.000
65 10.0 0.0
0
13 0.000
65 10.0 0.0
0
14 0.000
50 10.0 0.0
0
15 0.000
65 10.0 0.0
0
16 0.000
65 10.0 0.0
0
17 0.000
65 10.0 0.0
0
18 0.000
65 10.0 0.0
0
19 0.000
65 10.0 0.0
0
20 0.000
50 10.0 0.0
0
21 0.000
65 10.0 0.0
0
22 0.000
65 10.0 0.0
0
23 0.000
65 10.0 0.0
0
24 0.000
65 10.0 0.0
0
25 0.000
65 10.0 0.0
0
26 0.000
65 10.0 0.0
0
27 0.000
32 10.0 0.0
0
28 0.000
65 10.0 0.0
0
29 0.000
32 10.0 0.0
0
30 0.000
32 10.0 0.0
0
31 0.000
32 10.0 0.0
0
32 0.000
50 10.0 0.0
0
33 0.000
65 10.0 0.0
0
34 0.000
65 10.0 0.0
0
35 0.000
65 10.0 0.0
0
36 0.000
65 10.0 0.0
0
37 0.000
65 10.0 0.0
0
38 0.000
65 10.0 0.0
0
39 0.000
65 10.0 0.0
0
40 0.000
32 10.0 0.0
0
41 0.000
32 10.0 0.0
0
42 0.000
65 10.0
0.0 0
43 0.000
32 10.0 0.0
0
44 0.000
32 10.0 0.0
0
45 0.000
32 10.0 0.0
0
46 0.000
32 10.0 0.0
0
47 0.000
32 10.0 0.0
0
48 0.000
32 10.0 0.0
0
49 0.000
32 10.0 0.0
0
50 0.000
32 10.0 0.0
0
51 0.000
32 10.0 0.0
0
52 0.000
32 10.0 0.0
0
53 0.000
32 10.0 0.0
0
54 0.000
32 10.0 0.0
0
55 0.000
32 10.0 0.0
0
56 0.000
65 10.0 0.0
0
57 0.000
32 10.0 0.0
0
58 0.000
32 10.0 0.0
0
59 90.91
65 10.0 0.0
61488 6.8
60 23.46
32 10.0 0.0 123218 6.4
61 23.45
32 10.0 0.0 123194 6.4
62 44.00
65 10.0 0.0
14638 3.3
63 22.00
32 10.0 0.0 108568 6.0
64 21.99
32 10.0 0.0 108457 6.0
65 0.000
32 10.0 0.0
0
66 0.000
32 10.0
0.0 0
67 0.000
32 10.0 0.0
0
68 0.000
65 10.0 0.0
0
69 0.000
32 10.0 0.0
0
70 0.000
32 10.0 0.0
0
71 0.000
32 10.0 0.0
0
72 0.000
32 10.0 0.0
0
73 0.000
50 10.0 0.0
0
74 0.000
50 10.0 0.0
0
75 0.000
50 10.0 0.0
0
Q=portata in mc/h
L=lunghezza
tubazione [m]
K=somma
coefficienti perdite concentrate
Ptot=perdita di carico
totale in m H2O
vel=velocitā [m/s]
?= perdita eccessiva
utenza
=utenza corrispondente al ramo
------------------------------------------------------------------------
Pressioni e portate agli
irrigatori
IRR....Nodo...Q......Q......H
geo..P......P......Lancio.Att....zona
L/min mc/h
m Bar mH2O
m
22
57 23.5 1.407 0.00 99.541 1014.62 11.93 4
23
58 23.5 1.407 0.00 99.525 1014.46 11.93 4
24
60 22.0 1.320 0.00 89.557 912.856 11.64 4
25
61 22.0 1.320 0.00 89.481 912.076 11.64 4
volume
acqua nelle tubazioni= 1887.9 litri
portata
erogata totale = 378.1 L/min
portata
erogata totale = 22.7 mc/h
Zona= 5 nodo= 30
rami 32
33 34 35
36 37 38
65 66 67
68 69 70
71 72
---->Calcolo
zona= 5<-----
iterazione= 1 errore medio= 4.898 percorsi ok= 3
iterazione= 2
errore medio= 1.336 percorsi ok=
3
iterazione= 3
errore medio= 0.975 percorsi ok=
3
iterazione= 4
errore medio= 0.747 percorsi ok=
3
iterazione= 5
errore medio= 0.595 percorsi ok=
3
iterazione= 6
errore medio= 0.513 percorsi ok=
3
iterazione= 7
errore medio= 0.439 percorsi ok=
3
iterazione= 8
errore medio= 0.339 percorsi ok=
3
iterazione= 9
errore medio= 0.246 percorsi ok=
3
iterazione= 10
errore medio= 0.177 percorsi ok=
3
iterazione= 11
errore medio= 0.126 percorsi ok=
4
iterazione= 12
errore medio= 0.091 percorsi ok=
4
iterazione= 13
errore medio= 0.066 percorsi ok=
4
iterazione= 14
errore medio= 0.047 percorsi ok=
4
iterazione= 15
errore medio= 0.034 percorsi ok=
4
iterazione= 16
errore medio= 0.024 percorsi ok=
4
iterazione= 17
errore medio= 0.017 percorsi ok=
9
iterazione= 18
errore medio= 0.013 percorsi ok=
9
iterazione= 19
errore medio= 0.009 percorsi ok=
9
iterazione= 20
errore medio= 0.007 percorsi ok=
9
iterazione= 21
errore medio= 0.005 percorsi ok=
11
iterazione= 22
errore medio= 0.004 percorsi ok=
11
iterazione= 23
errore medio= 0.003 percorsi ok=
11
iterazione= 24
errore medio= 0.002 percorsi ok=
13
iterazione= 25
errore medio= 0.002 percorsi ok=
14
iterazione= 26
errore medio= 0.001 percorsi ok=
17
Percorsi
idraulici chiusi= 5 aperti= 62 totali=
67 attivi 17 non attivi= 50
Iterazioni
del calcolo iterativo= 26 scostamento medio=0.001
------------------------------------------------------------------------
Perdite di carico rami
ramo Q tubazione L
k Pt vel
mc/h
m Pa m/s
1 73.62
100 10.0 0.0
4504 2.3
2 28.37
65 10.0 0.0
6186 2.1
3 28.37
65 10.0 0.0
6186 2.1
4 28.37
65 10.0 0.0
6186 2.1
5 28.37
65 10.0 0.0
6186 2.1
6 45.24
65 10.0 0.0
15466 3.4
7 45.24
65 10.0 0.0
15466 3.4
8 -28.37
65 10.0
0.0 6186 -2.1
9 0.000
65 10.0 0.0
0
10 0.000
65 10.0 0.0
0
11 0.000
65 10.0 0.0
0
12 0.000
65 10.0 0.0
0
13 0.000
65 10.0 0.0
0
14 0.000
50 10.0 0.0
0
15 0.000
65 10.0 0.0
0
16 0.000
65 10.0 0.0
0
17 0.000
65 10.0 0.0
0
18 0.000
65 10.0 0.0
0
19 0.000
65 10.0 0.0
0
20 0.000
50 10.0 0.0
0
21 0.000
65 10.0
0.0 0
22 0.000
65 10.0 0.0
0
23 0.000
65 10.0 0.0
0
24 0.000
65 10.0 0.0
0
25 0.000
65 10.0 0.0
0
26 0.000
65 10.0 0.0
0
27 0.000
32 10.0 0.0
0
28 0.000
65 10.0 0.0
0
29 0.000
32 10.0 0.0
0
30 0.000
32 10.0 0.0
0
31 0.000
32 10.0 0.0
0
32 73.62
50 10.0 0.0 157158 9.2
33 36.38
65 10.0 0.0
10071 2.7
34 22.68
65 10.0 0.0
3997 1.7
35 37.24
65 10.0 0.0
10542 2.8
36 23.59
65 10.0 0.0
4315 1.8
37 -0.595
65 10.0 0.0
5 -0.0
38 9.657
65 10.0 0.0
772 0.7
39 0.000
65 10.0
0.0 0
40 0.000
32 10.0 0.0
0
41 0.000
32 10.0 0.0
0
42 0.000
65 10.0 0.0
0
43 0.000
32 10.0 0.0
0
44 0.000
32 10.0 0.0
0
45 0.000
32 10.0 0.0
0
46 0.000
32 10.0 0.0
0
47 0.000
32 10.0 0.0
0
48 0.000
32 10.0 0.0
0
49 0.000
32 10.0 0.0
0
50 0.000
32 10.0 0.0
0
51 0.000
32 10.0 0.0
0
52 0.000
32 10.0 0.0
0
53 0.000
32 10.0 0.0
0
54 0.000
32 10.0 0.0
0
55 0.000
32 10.0 0.0
0
56 0.000
65 10.0 0.0
0
57 0.000
32 10.0 0.0
0
58 0.000
32 10.0 0.0
0
59 0.000
65 10.0 0.0
0
60 0.000
32 10.0 0.0
0
61 0.000
32 10.0 0.0
0
62 0.000
65 10.0 0.0
0
63 0.000
32 10.0 0.0
0
64 0.000
32 10.0 0.0
0
65 13.70
32 10.0 0.0
42544 3.7
66 9.062
32 10.0 0.0
18883 2.5
67 9.062
32 10.0 0.0
18883 2.5
68 24.18
65 10.0 0.0
4529 1.8
69 12.09
32 10.0 0.0
33240 3.3
70 12.10
32 10.0 0.0
33311 3.3
71 13.65
32 10.0 0.0
42223 3.7
72 13.03
32 10.0 0.0
38519 3.5
73 0.000
50 10.0
0.0 0
74 0.000
50 10.0 0.0
0
75 0.000
50 10.0 0.0
0
Q=portata in mc/h
L=lunghezza
tubazione [m]
K=somma
coefficienti perdite concentrate
Ptot=perdita di carico
totale in m H2O
vel=velocitā [m/s]
?= perdita eccessiva
utenza
=utenza corrispondente al ramo
------------------------------------------------------------------------
Pressioni e portate agli
irrigatori
IRR....Nodo...Q......Q......H
geo..P......P......Lancio.Att....zona
L/min mc/h
m Bar mH2O
m
26
62 13.7 0.822 0.00 40.875 416.640 9.70
5
27
64 9.1 0.544 0.00 20.626 210.240 8.28
5
28
66 12.1 0.725 0.00 33.220 338.615 9.24
5
29
67 12.1 0.726 0.00 33.280 339.223 9.25
5
30
68 13.6 0.819 0.00 40.616 413.996 9.69
5
31
69 41.4 2.484 0.00 254.8762597.94 14.84 5
volume
acqua nelle tubazioni= 1887.9 litri
portata
erogata totale = 482.7 L/min
portata
erogata totale = 29.0 mc/h
Zona= 6 nodo= 36
rami 39
40 41 42
43 44
---->Calcolo
zona= 6<-----
iterazione= 1
errore medio= 2.235 percorsi ok=
4
iterazione= 2
errore medio= 0.668 percorsi ok=
4
iterazione= 3
errore medio= 0.299 percorsi ok=
4
iterazione= 4
errore medio= 0.166 percorsi ok=
4
iterazione= 5
errore medio= 0.098 percorsi ok=
4
iterazione= 6
errore medio= 0.059 percorsi ok=
4
iterazione= 7
errore medio= 0.035 percorsi ok=
4
iterazione= 8
errore medio= 0.021 percorsi ok=
5
iterazione= 9
errore medio= 0.013 percorsi ok=
5
iterazione= 10
errore medio= 0.008 percorsi ok=
5
iterazione= 11
errore medio= 0.005 percorsi ok=
5
iterazione= 12
errore medio= 0.003 percorsi ok=
10
iterazione= 13
errore medio= 0.002 percorsi ok=
12
iterazione= 14
errore medio= 0.001 percorsi ok=
13
Percorsi
idraulici chiusi= 5 aperti= 62 totali=
67 attivi 13 non attivi= 54
Iterazioni
del calcolo iterativo= 14 scostamento medio=0.001
------------------------------------------------------------------------
Perdite di carico rami
ramo Q tubazione L
k Pt vel
mc/h
m Pa m/s
1 95.38
100 10.0 0.0
7493 3.0
2 27.38
65 10.0
0.0 5772 2.0
3 27.38
65 10.0 0.0
5772 2.0
4 27.38
65 10.0 0.0
5772 2.0
5 27.38
65 10.0 0.0
5772 2.0
6 68.00
65 10.0 0.0
34584 5.1
7 -27.38
65 10.0 0.0
5772 -2.0
8 -27.38
65 10.0 0.0
5772 -2.0
9 0.000
65 10.0 0.0
0
10 0.000
65 10.0 0.0
0
11 0.000
65 10.0 0.0
0
12 0.000
65 10.0 0.0
0
13 0.000
65 10.0 0.0
0
14 0.000
50 10.0 0.0
0
15 0.000
65 10.0 0.0
0
16 0.000
65 10.0 0.0
0
17 0.000
65 10.0 0.0
0
18 0.000
65 10.0 0.0
0
19 0.000
65 10.0 0.0
0
20 0.000
50 10.0 0.0
0
21 0.000
65 10.0 0.0
0
22 0.000
65 10.0 0.0
0
23 0.000
65 10.0 0.0
0
24 0.000
65 10.0 0.0
0
25 0.000
65 10.0 0.0
0
26 0.000
65 10.0 0.0
0
27 0.000
32 10.0 0.0
0
28 0.000
65 10.0 0.0
0
29 0.000
32 10.0 0.0
0
30 0.000
32 10.0 0.0
0
31 0.000
32 10.0 0.0
0
32 0.000
50 10.0 0.0
0
33 0.000
65 10.0 0.0
0
34 0.000
65 10.0 0.0
0
35 0.000
65 10.0 0.0
0
36 0.000
65 10.0 0.0
0
37 0.000
65 10.0 0.0
0
38 0.000
65 10.0 0.0
0
39 95.38
65 10.0 0.0
67643 7.1
40 24.61
32 10.0 0.0 135503 6.7
41 24.61
32 10.0 0.0 135493 6.7
42 46.17
65 10.0 0.0
16096 3.4
43 23.09
32 10.0 0.0 119406 6.3
44 23.08
32 10.0 0.0 119369 6.3
45 0.000
32 10.0 0.0
0
46 0.000
32 10.0 0.0
0
47 0.000
32 10.0
0.0 0
48 0.000
32 10.0 0.0
0
49 0.000
32 10.0 0.0
0
50 0.000
32 10.0 0.0 0
51 0.000
32 10.0 0.0
0
52 0.000
32 10.0 0.0
0
53 0.000
32 10.0 0.0
0
54 0.000
32 10.0 0.0
0
55 0.000
32 10.0 0.0
0
56 0.000
65 10.0 0.0
0
57 0.000
32 10.0 0.0
0
58 0.000
32 10.0 0.0
0
59 0.000
65 10.0 0.0
0
60 0.000
32 10.0 0.0
0
61 0.000
32 10.0 0.0
0
62 0.000
65 10.0 0.0
0
63 0.000
32 10.0 0.0
0
64 0.000
32 10.0 0.0
0
65 0.000
32 10.0 0.0
0
66 0.000
32 10.0
0.0 0
67 0.000
32 10.0 0.0
0
68 0.000
65 10.0 0.0
0
69 0.000
32 10.0 0.0
0
70 0.000
32 10.0 0.0
0
71 0.000
32 10.0 0.0
0
72 0.000
32 10.0 0.0
0
73 0.000
50 10.0 0.0
0
74 0.000
50 10.0 0.0
0
75 0.000
50 10.0 0.0
0
Q=portata in mc/h
L=lunghezza
tubazione [m]
K=somma
coefficienti perdite concentrate
Ptot=perdita di carico
totale in m H2O
vel=velocitā [m/s]
?= perdita eccessiva
utenza
=utenza corrispondente al ramo
------------------------------------------------------------------------
Pressioni e portate agli
irrigatori
IRR....Nodo...Q......Q......H
geo..P......P......Lancio.Att....zona
L/min mc/h
m Bar mH2O
m
5
37 24.6 1.476 0.00 107.7591098.38 12.15 6
6
38 24.6 1.476 0.00 107.7521098.32 12.15 6
7
40 23.1 1.385 0.00 96.963 988.348 11.86 6
8
41 23.1 1.385 0.00 96.938 988.094 11.86 6
volume
acqua nelle tubazioni= 1887.9 litri
portata
erogata totale = 512.2 L/min
portata
erogata totale = 30.7 mc/h
Zona= 7 nodo= 19
rami 20
21 22 23
24 25 53
54 55 56
57 58
---->Calcolo
zona= 7<-----
iterazione= 1
errore medio= 3.191 percorsi ok=
3
iterazione= 2
errore medio= 0.918 percorsi ok=
3
iterazione= 3
errore medio= 0.650 percorsi ok=
3
iterazione= 4
errore medio= 0.482 percorsi ok=
3
iterazione= 5
errore medio= 0.356 percorsi ok=
4
iterazione= 6
errore medio= 0.264 percorsi ok=
3
iterazione= 7
errore medio= 0.195 percorsi ok=
3
iterazione= 8
errore medio= 0.143 percorsi ok=
3
iterazione= 9
errore medio= 0.104 percorsi ok= 3
iterazione= 10
errore medio= 0.076 percorsi ok=
4
iterazione= 11
errore medio= 0.055 percorsi ok=
3
iterazione= 12
errore medio= 0.040 percorsi ok=
3
iterazione= 13
errore medio= 0.029 percorsi ok=
4
iterazione= 14 errore medio= 0.021 percorsi ok= 4
iterazione= 15
errore medio= 0.015 percorsi ok=
5
iterazione= 16
errore medio= 0.011 percorsi ok=
7
iterazione= 17
errore medio= 0.008 percorsi ok=
10
iterazione= 18
errore medio= 0.006 percorsi ok=
10
iterazione= 19
errore medio= 0.004 percorsi ok=
12
iterazione= 20
errore medio= 0.003 percorsi ok=
12
iterazione= 21
errore medio= 0.002 percorsi ok=
12
iterazione= 22
errore medio= 0.002 percorsi ok= 14
iterazione= 23
errore medio= 0.001 percorsi ok=
15
Percorsi
idraulici chiusi= 5 aperti= 62 totali=
67 attivi 15 non attivi= 52
Iterazioni
del calcolo iterativo= 23 scostamento medio=0.001
------------------------------------------------------------------------
Perdite di carico rami
ramo Q tubazione L
k Pt vel
mc/h
m Pa m/s
1 71.46
100 10.0 0.0
4249 2.3
2 38.36
65 10.0 0.0 11178
2.9
3 38.36
65 10.0 0.0
11178 2.9
4 38.36
65 10.0 0.0
11178 2.9
5 -33.10
65 10.0 0.0
8366 -2.5
6 33.10
65 10.0 0.0
8366 2.5
7 33.10
65 10.0 0.0
8366 2.5
8 33.10
65 10.0 0.0
8366 2.5
9 0.000
65 10.0 0.0
0
10 0.000
65 10.0 0.0
0
11 0.000
65 10.0 0.0
0
12 0.000
65 10.0 0.0
0
13 0.000
65 10.0 0.0
0
14 0.000
50 10.0 0.0
0
15 0.000
65 10.0 0.0
0
16 0.000
65 10.0 0.0
0
17 0.000
65 10.0
0.0 0
18 0.000
65 10.0 0.0
0
19 0.000
65 10.0 0.0
0
20 71.46
50 10.0 0.0 148151 8.9
21 33.78
65 10.0 0.0
8709 2.5
22 18.82
65 10.0 0.0
2783 1.4
23 4.284
65 10.0 0.0
168 0.3
24 -10.23
65 10.0 0.0
862 -0.8
25 37.68 65
10.0 0.0 10790
2.8
26 0.000
65 10.0 0.0
0
27 0.000
32 10.0 0.0
0
28 0.000
65 10.0 0.0
0
29 0.000
32 10.0 0.0
0
30 0.000
32 10.0 0.0
0
31 0.000
32 10.0 0.0
0
32 0.000
50 10.0 0.0
0
33 0.000
65 10.0 0.0
0
34 0.000
65 10.0 0.0
0
35 0.000
65 10.0 0.0
0
36 0.000
65 10.0 0.0
0
37 0.000
65 10.0 0.0
0
38 0.000
65 10.0 0.0
0
39 0.000
65 10.0 0.0
0
40 0.000
32 10.0 0.0
0
41 0.000
32 10.0
0.0 0
42 0.000
65 10.0 0.0
0
43 0.000
32 10.0 0.0
0
44 0.000
32 10.0 0.0
0
45 0.000
32 10.0 0.0
0
46 0.000
32 10.0 0.0
0
47 0.000
32 10.0 0.0
0
48 0.000
32 10.0 0.0
0
49 0.000
32 10.0 0.0
0
50 0.000
32 10.0 0.0
0
51 0.000
32 10.0 0.0
0
52 0.000
32 10.0 0.0
0
53 14.96
32 10.0 0.0
50614 4.1
54 14.54
32 10.0 0.0
47848 4.0
55 14.51
32 10.0 0.0
47683 4.0
56 27.45
65 10.0 0.0
5799 2.0
57 13.73
32 10.0 0.0
42751 3.7
58 13.72
32 10.0 0.0
42650 3.7
59 0.000
65 10.0 0.0
0
60 0.000
32 10.0 0.0
0
61 0.000
32 10.0 0.0
0
62 0.000
65 10.0 0.0
0
63 0.000
32 10.0 0.0
0
64 0.000
32 10.0 0.0
0
65 0.000
32 10.0
0.0 0
66 0.000
32 10.0 0.0
0
67 0.000
32 10.0 0.0
0
68 0.000
65 10.0 0.0
0
69 0.000
32 10.0 0.0
0
70 0.000
32 10.0 0.0
0
71 0.000
32 10.0 0.0
0
72 0.000
32 10.0 0.0
0
73 0.000
50 10.0 0.0
0
74 0.000
50 10.0 0.0
0
75 0.000
50 10.0 0.0
0
Q=portata in mc/h
L=lunghezza
tubazione [m]
K=somma
coefficienti perdite concentrate
Ptot=perdita di carico
totale in m H2O
vel=velocitā [m/s] ?=
perdita eccessiva
utenza
=utenza corrispondente al ramo
------------------------------------------------------------------------
Pressioni e portate agli
irrigatori
IRR....Nodo...Q......Q......H
geo..P......P......Lancio.Att....zona
L/min mc/h
m Bar mH2O
m
17
50 15.0 0.898 0.00 47.288 482.004 10.03 7
18
51 14.5 0.872 0.00 45.111 459.814 9.93
7
19
52 14.5 0.871 0.00 44.980 458.480 9.92
7
20 54
13.7 0.824 0.00 41.042
418.342 9.71 7
21
55 13.7 0.823 0.00 40.960 417.510 9.71
7
volume
acqua nelle tubazioni= 1887.9 litri
portata
erogata totale = 525.8 L/min
portata
erogata totale =
31.5 mc/h
------------------------------------------------------------------------
report portate rami Zone
zona 1
2 3 4
5 6 7
ramo
1
47.5 68.8 90.9
90.9 73.6 95.4
71.5
2
34.0 42.3 42.1
48.8 28.4 27.4
38.4
3
-13.5 42.3 42.1
48.8 28.4 27.4
38.4
4
-13.5 -26.5 42.1
48.8 28.4 27.4
38.4
5
-13.5 -26.5 42.1
-42.1 28.4 27.4
-33.1
6
13.5 26.5 48.8
42.1 45.2 68.0
33.1
7
13.5 26.5 48.8
42.1 45.2 -27.4
33.1
8
13.5 26.5 48.8
42.1 -28.4 -27.4
33.1
9
23.8 0.0 0.0
0.0 0.0 0.0
0.0
10
11.8 0.0 0.0
0.0 0.0 0.0
0.0
11
-0.0 0.0 0.0
0.0 0.0 0.0
0.0
12
-11.8 0.0 0.0
0.0 0.0 0.0
0.0
13
-23.7 0.0 0.0
0.0 0.0 0.0
0.0
14
0.0 68.8 0.0
0.0 0.0 0.0
0.0
15
0.0 34.4 0.0
0.0 0.0 0.0
0.0
16
0.0 17.1 0.0
0.0 0.0 0.0
0.0
17
0.0 0.0 0.0
0.0 0.0 0.0
0.0
18
0.0 -17.0 0.0
0.0 0.0 0.0
0.0
19
0.0 -34.4 0.0
0.0 0.0 0.0
0.0
20
0.0 0.0 0.0
0.0 0.0 0.0
71.5
21
0.0 0.0 0.0
0.0 0.0 0.0
33.8
22
0.0 0.0 0.0
0.0 0.0 0.0
18.8
23
0.0 0.0 0.0
0.0 0.0 0.0
4.3
24
0.0 0.0 0.0
0.0 0.0 0.0
-10.2
25
0.0 0.0 0.0
0.0 0.0 0.0
37.7
26
0.0 0.0 90.9
0.0 0.0 0.0
0.0
27
0.0 0.0 23.5
0.0 0.0 0.0
0.0
28
0.0 0.0 44.0
0.0 0.0 0.0
0.0
29
0.0 0.0 22.0
0.0 0.0 0.0
0.0
30
0.0 0.0 22.0
0.0 0.0 0.0
0.0
31
0.0 0.0 23.4
0.0 0.0 0.0
0.0
32
0.0 0.0 0.0
0.0 73.6 0.0
0.0
33
0.0 0.0 0.0
0.0 36.4 0.0 0.0
34
0.0 0.0 0.0
0.0 22.7 0.0
0.0
35
0.0 0.0 0.0
0.0 37.2 0.0
0.0
36
0.0 0.0 0.0
0.0 23.6 0.0
0.0
37
0.0 0.0 0.0
0.0 -0.6 0.0
0.0
38
0.0 0.0 0.0
0.0 9.7 0.0
0.0
39
0.0 0.0 0.0
0.0 0.0 95.4
0.0
40
0.0 0.0 0.0
0.0 0.0 24.6
0.0
41
0.0 0.0 0.0
0.0 0.0 24.6
0.0
42
0.0 0.0 0.0
0.0 0.0 46.2 0.0
43
0.0 0.0 0.0
0.0 0.0 23.1
0.0
44
0.0 0.0 0.0
0.0 0.0 23.1
0.0
45
12.0 0.0 0.0
0.0 0.0 0.0
0.0
46
11.8 0.0 0.0
0.0 0.0 0.0
0.0
47
11.8 0.0 0.0
0.0 0.0 0.0
0.0
48
12.0 0.0 0.0
0.0 0.0 0.0
0.0
49
0.0 17.4 0.0
0.0 0.0 0.0
0.0
50
0.0 17.1 0.0
0.0 0.0 0.0
0.0
51
0.0 17.0 0.0
0.0 0.0 0.0
0.0
52
0.0 17.3 0.0
0.0 0.0 0.0
0.0
53
0.0 0.0 0.0
0.0 0.0 0.0
15.0
54
0.0 0.0 0.0
0.0 0.0 0.0
14.5
55
0.0 0.0 0.0
0.0 0.0 0.0
14.5
56
0.0 0.0 0.0
0.0 0.0 0.0
27.4
57
0.0 0.0 0.0
0.0 0.0 0.0
13.7
58
0.0 0.0 0.0
0.0 0.0 0.0
13.7
59
0.0 0.0 0.0
90.9 0.0 0.0
0.0
60
0.0 0.0 0.0
23.5 0.0 0.0
0.0
61
0.0 0.0 0.0
23.5 0.0 0.0
0.0
62
0.0 0.0 0.0
44.0 0.0 0.0
0.0
63
0.0 0.0 0.0
22.0 0.0 0.0
0.0
64
0.0 0.0 0.0
22.0 0.0 0.0
0.0
65
0.0 0.0 0.0
0.0 13.7 0.0
0.0
66
0.0 0.0 0.0
0.0 9.1 0.0
0.0
67
0.0 0.0 0.0
0.0 9.1 0.0
0.0
68
0.0 0.0 0.0
0.0 24.2 0.0
0.0
69
0.0 0.0 0.0
0.0 12.1 0.0
0.0
70
0.0 0.0 0.0
0.0 12.1 0.0
0.0
71
0.0 0.0 0.0
0.0 13.6 0.0
0.0
72
0.0 0.0 0.0
0.0 13.0 0.0
0.0
73
-47.5 0.0 0.0
0.0 0.0 0.0
0.0
74
-47.5 0.0
0.0 0.0 0.0
0.0 0.0
75
-47.5 0.0 0.0
0.0 0.0 0.0
0.0
------------------------------------------------------------------------
report perdite rami Zone
zona 1
2 3 4
5 6 7
ramo
1 1913
3943 6816 6816
4504 7493 4249
2
8808 13557 13444
17923 6186 5772
11178
3
1468 13557 13444
17923 6186 5772
11178
4
1468 5404 13444
17923 6186 5772
11178
5
1468 5404 13444 13451
6186 5772 8366
6
1468 5404 17932
13451 15466 34584
8366
7
1468 5404 17932
13451 15466 5772
8366
8
1468 5404 17932
13451 6186 5772
8366
9
4374 0 0
0 0 0
0
10
1127 0 0
0 0 0
0
11
0 0 0
0 0 0
0
12
1127 0 0
0 0 0
0
13
4368 0 0
0 0 0
0
14
0 137351 0 0
0 0 0
15
0 9026 0
0 0 0
0
16
0 2298 0
0 0 0
0
17
0 0 0
0 0 0
0
18
0 2296 0
0 0 0
0
19
0 9016 0
0 0 0
0
20
0 0 0
0 0 0 148151
21
0 0 0
0 0 0
8709
22
0 0 0
0 0 0
2783
23
0 0 0
0 0 0
168
24
0 0 0
0 0 0
862
25
0 0 0
0 0 0
10790
26
0 0 61488
0 0 0
0
27
0 0 123221 0
0 0 0
28
0 0 14644
0 0 0
0
29
0 0 108593 0
0 0 0
30
0 0 108525 0
0 0 0
31
0 0 123094 0
0 0 0
32
0 0 0 0
157158 0 0
33
0 0 0
0 10071 0
0
34
0 0 0
0 3997 0
0
35
0 0 0
0 10542 0
0
36
0 0 0
0 4315 0
0
37
0 0 0
0 5 0
0
38
0 0 0
0 772 0
0
39
0 0 0
0 0 67643
0
40
0 0 0
0 0 135503 0
41
0 0 0
0 0 135493 0
42
0 0 0
0 0 16096
0
43
0 0 0
0 0 119406 0
44
0 0 0
0 0 119369 0
45
32670 0 0
0 0 0
0
46
31588 0 0
0 0 0
0
47
31571 0 0
0 0 0
0
48
32580 0 0
0 0 0
0
49
0 67836 0
0 0 0
0
50
0 65544 0
0 0 0
0
51
0 65526 0
0 0 0
0
52
0 67757 0
0 0 0
0
53
0 0 0
0 0 0
50614
54
0 0 0
0 0 0
47848
55
0 0 0
0 0 0
47683
56
0 0 0
0 0 0
5799
57
0 0 0
0 0 0
42751
58
0 0 0
0 0 0
42650
59
0 0 0
61488 0 0
0
60
0 0 0 123218 0
0 0
61
0 0 0 123194 0
0 0
62
0 0 0
14638 0 0
0
63
0 0 0 108568 0
0 0
64
0 0 0 108457 0
0 0
65
0 0 0
0 42544 0
0
66
0 0 0
0 18883 0
0
67
0 0 0
0 18883 0
0
68
0 0 0
0 4529 0
0
69
0 0 0
0 33240 0
0
70
0 0 0
0 33311 0
0
71
0 0 0
0 42223 0
0
72
0 0 0
0 38519 0 0
73
65838 0 0
0 0 0
0
74
65838 0 0
0 0 0
0
75
65838 0 0
0 0 0
0
------------------------------------------------------------------------
report velocitā nei
rami Zone
zona 1
2 3 4
5 6 7
ramo
1
1.5 2.2 2.9
2.9 2.3 3.0
2.3
2
2.5 3.2 3.1
3.6 2.1 2.0
2.9
3
1.0 3.2 3.1
3.6 2.1 2.0
2.9
4
1.0 2.0 3.1
3.6 2.1 2.0
2.9
5
1.0 2.0 3.1
3.1 2.1 2.0
2.5
6
1.0 2.0 3.6
3.1 3.4 5.1
2.5
7
1.0 2.0 3.6
3.1 3.4 2.0
2.5
8
1.0 2.0 3.6
3.1 2.1 2.0
2.5
9
1.8 0.0 0.0
0.0 0.0 0.0
0.0
10
0.9 0.0 0.0
0.0 0.0 0.0
0.0
11
0.0 0.0 0.0
0.0 0.0 0.0
0.0
12
0.9 0.0 0.0
0.0 0.0 0.0 0.0
13
1.8 0.0 0.0
0.0 0.0 0.0
0.0
14
0.0 8.6 0.0
0.0 0.0 0.0
0.0
15
0.0 2.6 0.0
0.0 0.0 0.0
0.0
16
0.0 1.3 0.0
0.0 0.0 0.0
0.0
17
0.0 0.0 0.0
0.0 0.0 0.0
0.0
18
0.0 1.3 0.0
0.0 0.0 0.0
0.0
19
0.0 2.6 0.0
0.0 0.0 0.0
0.0
20
0.0 0.0 0.0
0.0 0.0 0.0
9.0
21
0.0 0.0 0.0
0.0 0.0 0.0 2.5
22
0.0 0.0 0.0
0.0 0.0 0.0
1.4
23
0.0 0.0 0.0
0.0 0.0 0.0
0.3
24
0.0 0.0 0.0
0.0 0.0 0.0
0.8
25
0.0 0.0 0.0
0.0 0.0 0.0
2.8
26
0.0 0.0 6.8
0.0 0.0 0.0
0.0
27
0.0 0.0 6.4
0.0 0.0 0.0
0.0
28
0.0 0.0 3.3
0.0 0.0 0.0
0.0
29
0.0 0.0 6.0
0.0 0.0 0.0
0.0
30
0.0 0.0 6.0
0.0 0.0 0.0
0.0
31
0.0 0.0 6.4
0.0 0.0 0.0
0.0
32
0.0 0.0 0.0
0.0 9.2 0.0
0.0
33
0.0 0.0 0.0
0.0 2.7 0.0
0.0
34
0.0 0.0 0.0
0.0 1.7 0.0
0.0
35
0.0 0.0 0.0
0.0 2.8 0.0
0.0
36
0.0 0.0 0.0
0.0 1.8 0.0
0.0
37
0.0 0.0 0.0
0.0 0.0 0.0
0.0
38
0.0 0.0 0.0
0.0 0.7 0.0
0.0
39
0.0 0.0 0.0
0.0 0.0 7.1
0.0
40
0.0 0.0 0.0
0.0 0.0 6.7
0.0
41
0.0 0.0 0.0
0.0 0.0 6.7
0.0
42
0.0 0.0 0.0
0.0 0.0 3.4
0.0
43
0.0 0.0 0.0
0.0 0.0 6.3
0.0
44
0.0 0.0 0.0
0.0 0.0 6.3
0.0
45
3.3 0.0 0.0
0.0 0.0 0.0
0.0
46
3.2 0.0 0.0
0.0 0.0 0.0
0.0
47
3.2 0.0 0.0
0.0 0.0 0.0
0.0
48
3.3 0.0 0.0
0.0 0.0 0.0
0.0
49
0.0 4.7 0.0
0.0 0.0 0.0
0.0
50
0.0 4.7 0.0
0.0 0.0 0.0
0.0
51
0.0 4.7 0.0
0.0 0.0 0.0
0.0
52
0.0 4.7 0.0
0.0 0.0 0.0
0.0
53
0.0 0.0 0.0
0.0 0.0 0.0
4.1
54
0.0 0.0 0.0
0.0 0.0 0.0
4.0
55
0.0 0.0 0.0
0.0 0.0 0.0
4.0
56
0.0 0.0 0.0
0.0 0.0 0.0
2.0
57
0.0 0.0 0.0
0.0 0.0 0.0
3.7
58
0.0 0.0 0.0
0.0 0.0 0.0
3.7
59
0.0 0.0 0.0
6.8 0.0 0.0
0.0
60
0.0 0.0 0.0
6.4 0.0 0.0
0.0
61
0.0 0.0 0.0
6.4 0.0 0.0
0.0
62
0.0 0.0
0.0 3.3 0.0
0.0 0.0
63
0.0 0.0 0.0
6.0 0.0 0.0
0.0
64
0.0 0.0 0.0
6.0 0.0 0.0
0.0
65
0.0 0.0 0.0
0.0 3.7 0.0
0.0
66
0.0 0.0 0.0
0.0 2.5 0.0
0.0
67
0.0 0.0 0.0
0.0 2.5 0.0
0.0
68
0.0 0.0 0.0
0.0 1.8 0.0
0.0
69
0.0 0.0 0.0
0.0 3.3 0.0
0.0
70
0.0 0.0 0.0
0.0 3.3 0.0
0.0
71
0.0 0.0
0.0 0.0 3.7
0.0 0.0
72
0.0 0.0 0.0
0.0 3.6 0.0
0.0
73
6.0 0.0 0.0
0.0 0.0 0.0
0.0
74
6.0 0.0 0.0
0.0 0.0 0.0
0.0
75
6.0 0.0 0.0
0.0 0.0 0.0
0.0
------------------------------------------------------------------------
rugositā
relativa x1000
Fluido:ACQUA A 65'C VISC[cst]: 0.4 massa vol[kg/mc]: 980.0
Calcolo perdite di carico
continue secondo la formula DARCY implicita
ramo Q D int L vel Rug
REYN f Dp
mc/h mm m
m/s rel olds Pa
1 71.463
105.3 10.0 2.28 0.44
543050 0.0172 4154
2 38.363
68.9 10.0 2.86 0.67
445535 0.0187 10874
3 38.363
68.9 10.0 2.86 0.67
445535 0.0187 10874
4 38.363
68.9 10.0 2.86 0.67
445535 0.0187 10874
5 33.100
68.9 10.0 2.47 0.67
384410 0.0188 8148
6 33.100
68.9 10.0 2.47 0.67
384410 0.0188 8148
7 33.100
68.9 10.0 2.47 0.67
384410 0.0188 8148
8 33.100
68.9 10.0 2.47 0.67
384410 0.0188 8148
9 0.000
68.9 10.0 0.00 0.67 0
0.5000 0
10 0.000
68.9 10.0 0.00 0.67 0
0.5000 0
11 0.000
68.9 10.0 0.00 0.67 0
0.5000 0
12 0.000
68.9 10.0 0.00 0.67 0
0.5000 0
13 0.000
68.9 10.0 0.00 0.67 0
0.5000 0
14 0.000
53.1 10.0 0.00 0.87 0
0.5000 0
15 0.000
68.9 10.0 0.00 0.67 0
0.5000 0
16 0.000
68.9 10.0 0.00 0.67 0
0.5000 0
17 0.000
68.9 10.0 0.00 0.67 0
0.5000 0
18 0.000
68.9 10.0 0.00 0.67 0
0.5000 0
19 0.000
68.9 10.0 0.00 0.67 0
0.5000 0
20 71.463
53.1 10.0 8.96 0.87 1076896 0.0193
142971
21 33.784
68.9 10.0 2.52 0.67
392350 0.0188 8481
22 18.824
68.9 10.0 1.40 0.67
218612 0.0195 2727
23 4.284
68.9 10.0 0.32 0.67
49752 0.0231 167
24 10.231
68.9 10.0 0.76 0.67
118813 0.0206 851
25 37.680
68.9 10.0 2.81 0.67
437594 0.0187 10499
26 0.000
68.9 10.0 0.00 0.67 0
0.5000 0
27 0.000
36.0 10.0 0.00 1.28 0
0.5000 0
28 0.000
68.9 10.0 0.00 0.67 0
0.5000 0
29 0.000
36.0 10.0 0.00 1.28 0
0.5000 0
30 0.000
36.0 10.0 0.00 1.28 0
0.5000 0
31 0.000
36.0 10.0 0.00 1.28 0
0.5000 0
32 0.000
53.1 10.0 0.00 0.87 0
0.5000 0
33 0.000
68.9 10.0 0.00 0.67 0
0.5000 0
34 0.000
68.9 10.0 0.00 0.67 0
0.5000 0
35 0.000
68.9 10.0 0.00 0.67 0
0.5000 0
36 0.000
68.9 10.0 0.00 0.67 0
0.5000 0
37 0.000
68.9 10.0 0.00 0.67 0
0.5000 0
38 0.000
68.9 10.0 0.00 0.67 0
0.5000 0
39 0.000
68.9 10.0 0.00 0.67 0
0.5000 0
40 0.000
36.0 10.0 0.00 1.28 0
0.5000 0
41 0.000
36.0 10.0 0.00 1.28 0
0.5000 0
42 0.000
68.9 10.0 0.00 0.67 0
0.5000 0
43 0.000
36.0 10.0 0.00 1.28 0
0.5000 0
44 0.000
36.0 10.0 0.00 1.28 0
0.5000 0
45 0.000
36.0 10.0 0.00 1.28 0
0.5000 0
46 0.000
36.0 10.0 0.00 1.28 0
0.5000 0
47 0.000
36.0 10.0 0.00 1.28 0
0.5000 0
48 0.000
36.0 10.0 0.00 1.28 0
0.5000 0
49 0.000
36.0 10.0 0.00 1.28 0
0.5000 0
50 0.000
36.0 10.0 0.00 1.28 0
0.5000 0
51 0.000
36.0 10.0 0.00 1.28 0
0.5000 0
52 0.000
36.0 10.0 0.00 1.28 0
0.5000 0
53 14.960
36.0 10.0 4.08 1.28
332516 0.0216 49028
54 14.540
36.0 10.0 3.97 1.28
323180 0.0216 46346
55 14.514
36.0 10.0 3.96 1.28
322614 0.0216 46184
56 27.449
68.9 10.0 2.05 0.67
318781 0.0190 5662
57 13.733
36.0 10.0 3.75 1.28
305240 0.0217 41431
58 13.716
36.0 10.0 3.74 1.28
304872 0.0217 41331
59 0.000
68.9 10.0 0.00 0.67 0
0.5000 0
60 0.000
36.0 10.0 0.00 1.28 0
0.5000 0
61 0.000
36.0 10.0 0.00 1.28 0
0.5000 0
62 0.000
68.9 10.0 0.00 0.67 0
0.5000 0
63 0.000
36.0 10.0 0.00 1.28 0
0.5000 0
64 0.000
36.0 10.0 0.00 1.28 0
0.5000 0
65 0.000
36.0 10.0 0.00 1.28 0
0.5000 0
66 0.000
36.0 10.0 0.00 1.28 0
0.5000 0
67 0.000
36.0 10.0 0.00 1.28 0
0.5000 0
68 0.000
68.9 10.0 0.00 0.67 0
0.5000 0
69 0.000
36.0 10.0 0.00 1.28 0
0.5000 0
70 0.000
36.0 10.0 0.00 1.28 0
0.5000 0
71 0.000
36.0 10.0 0.00 1.28 0
0.5000 0
72 0.000
36.0 10.0 0.00 1.28 0
0.5000 0
73 0.000
53.1 10.0 0.00 0.87 0
0.5000 0
74 0.000
53.1 10.0 0.00 0.87 0
0.5000 0
75 0.000
53.1 10.0 0.00 0.87 0
0.5000 0
Q=portata,Rug rel=rugositā relativa,REYNOLDS=numero di reynolds
f=coefficiente
di attrito,DP=perdita di carico unitaria
------------------------------------------------------------------------
Pressioni ai nodi
Nodo Quota...Qg+QP...QG+QP...P
m
m H2O
bar m H2O
1
0.000 25.000 2.453
25.000
2
0.000 24.567 2.410
24.567
3
0.000 23.427 2.298
23.427
4
0.000 22.288 2.186
22.288
5
0.000 21.149 2.075
21.149
6
0.000 22.008 2.159
22.008
7
0.000 23.714 2.326
23.714
8
0.000 22.861 2.243
22.861
9
0.000 0.000 0.000
0.000
10
0.000 25.000 2.453
25.000
11
0.000 25.000 2.453
25.000
12
0.000 25.000 2.453
25.000
13
0.000 25.000 2.453
25.000
14
0.000 0.000 0.000
0.000
15
0.000 25.000 2.453
25.000
16
0.000 25.000 2.453
25.000
17
0.000 25.000 2.453
25.000
18
0.000 25.000 2.453
25.000
19
0.000 6.046 0.593
6.046
20
0.000 5.159 0.506
5.159
21
0.000 4.875 0.478
4.875
22
0.000 4.858 0.477
4.858
23
0.000 4.947 0.485
4.947
24
0.000 25.000 2.453
25.000
25
0.000 0.000 0.000
0.000
26
0.000 25.000 2.453
25.000
27
0.000 0.000 0.000
0.000
28
0.000 0.000 0.000
0.000
29
0.000 0.000 0.000
0.000
30
0.000 0.000 0.000
0.000
31
0.000 25.000 2.453
25.000
32
0.000 25.000 2.453
25.000
33
0.000 25.000 2.453
25.000
34
0.000 0.000 0.000
0.000
35
0.000 0.000 0.000
0.000
36
0.000 25.000 2.453
25.000
37
0.000 0.000 0.000
0.000
38
0.000 0.000 0.000
0.000
39
0.000 25.000 2.453
25.000
40
0.000 0.000 0.000
0.000
41
0.000 0.000 0.000
0.000
42
0.000 0.000 0.000
0.000
43
0.000 0.000 0.000
0.000
44
0.000 0.000 0.000
0.000
45
0.000 0.000 0.000
0.000
46
0.000 0.000 0.000
0.000
47
0.000 0.000 0.000
0.000
48
0.000 0.000 0.000
0.000
49
0.000 0.000 0.000
0.000
50
0.000 0.000 0.000
0.000
51
0.000 -0.002 -0.000
-0.002
52
0.000 -0.002 -0.000
-0.002
53
0.000 4.355 0.427
4.355
54
0.000 -0.002 -0.000
-0.002
55
0.000 0.008 0.001
0.008
56
0.000 25.000 2.453 25.000
57
0.000 0.000 0.000
0.000
58
0.000 0.000 0.000
0.000
59
0.000 25.000 2.453
25.000
60
0.000 0.000 0.000
0.000
61
0.000 0.000 0.000
0.000
62
0.000 0.000 0.000
0.000
63 0.000 25.000
2.453 25.000
64
0.000 0.000 0.000
0.000
65
0.000 25.000 2.453
25.000
66
0.000 0.000 0.000
0.000
67
0.000 0.000 0.000
0.000
68
0.000 0.000 0.000
0.000
69 0.000 0.000
0.000 0.000
70
0.000 0.000 0.000
0.000
71
0.000 0.000 0.000
0.000
------------------------------------------------------------------------
percorsi
effettivi= 38
------------------------------------------------------------------------
Dettaglio congruenza
percorso
------------------------------------------------------------------------
Percorso non attivo risultati non congruenti
percorso= 6 QG2= 25.0 m QG1= 0.0 m nodo finale= 28 rami= 8
prog..ramo..Q........L......tubo..............HW.......
mc/h m
Pa
8
1 71.463 10.0 100 4248.9 +
7
2 38.363 10.0 65 11178.0 +
6
3 38.363 10.0 65 11178.0 +
5
4 38.363 10.0 65 11178.0 +
4
5 -33.100 10.0 65 -8366.3 +
3
26 0.000 10.0 65 8366.3 +
2
28 0.000 10.0 65 8366.3 +
1
30 0.000 10.0 32 8366.3 +
QG,PU,
HW, HP[Pa] portate in mc/h
Q
utenza = 0.000 PU=Perdita utenza= 0.0 HW=perdite rami= 54515.4
QG=
Quote geom=
245250 HP=Pompa/e: 0.0
[PU+HW]= 54515 QG+HP=245250.0
Differenza PU+HW-QG-HP=-190734.6
------------------------------------------------------------------------
-----------Computi-----------
------------------------------------------------------------------------
Computo tubazioni
COD TUBAZIONE
L Peso
..
m Kg
176
100
10.000 121.85
189
32
320.000 989.93
191
50
60.000 302.03
192
65
360.000 2317.19
peso
totale= 3731.0
------------------------------------------------------------------------
DETTAGLI TUBAZIONI
cod Tubo
D int
D est spess peso
SERIE
mm mm kg/m
176 100
105.3 114.30 4.50
12.19 UNI 8863-Tubi acciaio-M
189 32
36.0 42.40 3.20
3.09 UNI 8488-Tubi di
acciaio
191 50
53.1 60.30 3.60
5.03 UNI 8488-Tubi di
acciaio
192 65
68.9 76.10 3.60
6.44 UNI 8488-Tubi di
acciaio
CALCOLO VOLUME ACQUA IMPIANTO
TUBAZIONI litri:
1887.919
totale litri:
1887.919
------------------------------------------------------------------------
------------------------------------------------------------------------
report errori= 0
Tempo di calcolo= 0.482 secondi
