HomeMy WebLinkAboutMiscellaneous - Exception (452)SEWAGE PUMP STATION DESIGN COMPUTATIONS
DIA (IN)
Job No. 9302
. For: Michael & Elaine Morgil/o
Calculated by: CRO
Date: 02/28/2002
Checked by: VVT
5.0
CALCULATE EQUIVALENT LENGTH:
10.0
FT
FRICTION LOSSES IN PUMP CHAMBER:
2
2.5
QTY DIA (IN) LOSS/FITTING (FT) FITTING
TOTAL
FT
1 2 5.0 900 BEND
5.0
FT
0 2 2.5 450 BEND
0.0
FT
1 .. 2 14.0 CHECK VALVE
14.0
FT
1 2 1.2 GATE VALVE
1.2
FT
TOTAL LOSS b
21.0 FT
1
20.2
FT
FRICTION LOSSES IN, -PIPE RUN:
QTY
DIA (IN)
LOSS/FITTING (FT) FITTING
TOTAL
Hs
2
2
5.0
900 BEND
10.0
FT
2
2
2.5
450 BEND
5.0
FT
0
2
2.0
22.50 BEND
0.0
FT
1
2
12.0
TEE (Side In/Out)
12.0
FT
17.4
25
2.6
LENGTH OF RUN
95.0
FT
18.8
30
3.1
MISC. PIPE
9.5
FT
TOTAL LOSS
35
3.6
132.0 FT
131.5
FT
TOTAL.EQUIV. LENGTH: -� I 153 FT
SYSTEM CURVE:
Q
V
HF/100
HF
Hs
TDH
GPM
FPS
FT
FT
FT
FT
10
1.0
0.5
0.77
14.57
15.3
15
1.5
1.1
1.64
14.57
16.2
20
2.0
1.8
2.79
14.57
17.4
25
2.6
2.8
4.21
14.57
18.8
30
3.1
3.9
5.90
14.57
20.5
35
3.6
5.1
7.85
14.57
22.4
40
4.1
6.6
10.05
14.57
24.6
45
4.6
8.2
12.50
14.57 1
27.1
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9302SDSrev.xls