POMPA1 HEAD Q
= =
60 1
POWER POMPA-1
=
0.01
GENSET/PLN
=
M' Lt/Dt
x
1.09 x
60
x
2.2 :
1
1.3
:
0.6
:
0.55
=
0.7
=
2.64
KVA
1.09
KVA
KW
UNTUK SATU POMPA
NO
NODE
ELV
L
(M)
(M)
C
Q
D
TMT.A
TMT.U
( L/d )
( MM)
(M)
(M)
1
2
3
4
5
6
7
8
9
1 2 3 4 5 6 7 8 8 9
1-2 2-3 3-4 4-5 4-6 2-7 7-8 8-9 9 - 10 9 - 11
10 0 -2 5 5 10 5 5 5 5
51 50 50 500 1000 1200 1000 1200 1000 750
120 120 120 120 120 120 120 120 120 120
1 1 1 20 30 40 20 15 10 5
55 55 55 300 300 400 400 250 150 150
1000 990 990 992 987 990 980 900 900 900
990 990 992 987 982 980 975 895 895 895
KETERANGAN St L C Q D TMT.A TMT.U Hf
= SISA TEKAN = JARAK = KOEFISIEN PIPA = DEBIT = DIAMETER PIPA = TINGGI MUKA TANAH AWAL = TINGGI MUKA TANAH AKHIR = KEHILANGAN TEKANAN
Hf
ST
ELV
St
(M)
(M)
(M)
(M)
10
11
0.3207 0.3144 0.3144 0.2082 0.8823 0.4443 0.1026 0.7128 3.3744 0.7011
9.6793 9.3649 7.0505 11.8423 15.9600 19.2350 14.2624 11.3377 13.4679 20.2589
51
-41.3207
DN 1/2" 3/4" 1" 1 1/4" 1 1/2" 2" 2 1/2" 3" 4"
PVC (S.8 - 1.25 Mpa) OD tebal ID 20 17.6 25 22.6 32 28.2 40 35.2 50 PVC (S.8 - 1.6 Mpa) 63 55.4 90 79.2 110 96.8
OD 20 25 32 40 50 63 75 90 110
PE (PN. 16) tebal 1.9 2.3 2.9 3.7 4.6 PE (PN. 16) 5.8 6.8 8.2 10
ID 16.2 20.4 26.2 32.6 40.8 51.4 61.4 73.6 90
GIP (MEDIUM A) tebal 2.77 2.87 3.38 3.56 3.68 GIP (MEDIUM A) 60.3 3.91 73 5.16 88.9 5.49 114.3 6.02 OD 21.3 26.7 33.4 42.2 48.3
P (MEDIUM A)
ID 15.76 20.96 26.64 35.08 40.94 P (MEDIUM A) 52.48 62.68 77.92 102.26