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SEWAGE PUMP STATION DESIGN COMPUTATIONS
_For:.:: -: _ Michael. &.Elaine Morgillo
Date: -.01/10/2001
Job No. 9302
Calculated by: CRO:.
Checked by: VVT
CALCULATE EQUIVALENT LENGTH:
TOTAL
FRICTION LOSSES IN PUMP CHAMBER:
3
8.2
QTY DIA (IN) LOSS/FITTING (FT) FITTING
TOTAL
FT
1 3 8.2 900 BEND
8.2
FT
0 3 3.8 45° BEND
0.0
FT
1 3 20.0 CHECK VALVE
20.0
FT
1 3 1.6 GATE VALVE
1.6
FT
TOTAL LOSS b 30.0 FT
29.8
FT
FRICTION LOSSES IN PIPE RUN:
QTY
DIA (IN)
LOSS/FITTING (FT) FITTING
TOTAL
0
3
8.2
900 BEND
0.0
FT
0
3
3.8
45° BEND
0.0
FT
1
3
3.0
22.50 BEND
3.0
FT
1
3
17.0
TEE (Side In/Out)
17.0
FT
LENGTH OF RUN
67.0
FT
MISC. PIPE
6.7
FT
TOTAL LOSS
b
94.0 FT
93.7
FT
TOTAL EQUIV. LENGTH: b 124 FT
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