Sisa Tekan.xls

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