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PROJECT NAME : 3 Nos Head Quarters Head loss calculation using ( 2 ) HAZEN-WILLIAMS Formula no. mm m mm GPM l/s 0.2 1.0 1.0 2.0 0.3 0.3 0.9 0.5 2.0 1.0 1/1 m m/s 1/1 1/1 m m m m m m Suction TO A 2" cop 49.8 15 140 40 2.52 2 1 1 4 9 1 14.7 1.29591 64482.595 0.03871 3.87 0.58 1.26 1.84 1.84 1.839 A TO B 2" cop 49.8 4 140 40 2.52 1 0.9 1.29591 64482.595 0.03871 3.87 0.15 0.08 0.23 0.23 0.232 B TO C 1 1/4" cop 31.6 10 140 26 1.64 1 1 1 1.7 -4 2.08554 65950.934 0.15857 15.9 1.59 0.38 1.96 -2 -0.2 C TO D 1 1/4" cop 31.6 5 140 24 1.51 1 2 2.1 -2.4 1.92511 60877.785 0.13672 13.7 0.68 0.4 1.08 -1.3 -1.52 D TO E 1 1/4" cop 31.6 5 140 24 1.51 1 0.9 1.92511 60877.785 0.13672 13.7 0.68 0.17 0.85 0.85 -0.66 E TO F 1 1/4" cop 31.6 15 140 22 1.39 1 1 1.2 1.76469 55804.636 0.11638 11.6 1.75 0.19 1.94 1.94 1.271 F TO G 1 1/4" cop 31.6 10 140 20 1.26 1 1 1.2 1.60426 50731.487 0.09754 9.75 0.98 0.16 1.13 1.13 2.404 G TO H 1 1/4" cop 31.6 5 140 16 1.03 1 1 1.4 1.31549 41599.82 0.06754 6.75 0.34 0.12 0.46 0.46 2.866 H TO I 1" cop 25.3 5 140 12 0.73 1 0.9 1.45678 36817.294 0.10599 10.6 0.53 0.1 0.63 0.63 3.493 I TO J 3/4" cop 18.9 2 140 7 0.41 1 1 1.1 1.45608 27553.326 0.14843 14.8 0.3 0.12 0.42 0.42 3.909 J TO K 3/4" cop 18.9 3 140 6 0.36 1 0.9 1.28807 24374.096 0.11828 11.8 0.35 0.08 0.43 0.43 4.339 K TO L 3/4" cop 18.9 2 140 3 0.16 1 1 1.4 0.56003 10597.433 0.02529 2.53 0.05 0.02 0.07 0.07 4.412 L TO M 1/2" cop 13.4 2 140 2 0.11 1 3 1 2 0.74612 9987.4608 0.06445 6.44 0.13 0.06 0.19 0.19 4.598 TOTAL 83 4 1 1 11 22 3 1 30.4 -6.4 18.7191 574137.25 1.25332 125 8 3 11 Static head = -6.40 m Filter pressure drop 1 bar = 10.00 m Outlet pressure 20 PSI = 14.00 m total friction loss = 11.23 m total dynamic head = 28.83 m Add 10 % safety = 31.71 m , 104 ft no. part of pipe DN Nominal diameter Foot valve ID Pipe Inner diameter L Pipe length C Hazen constant Q Flow rate Multimedia filter 4.83 dh(1) Liner loss Strainer discharge outlet Accumulative Pressure DH Total loss Total head (DH+GH) / pipe V Mean Velocity RE Reynolds number Total local factors DN check valve Loss m per 100 m dh(2) Local loss GH Static head Loss m per m Local factors of fittings elbow ( 45 leg.) elbow ( 90 leg.) tee reducer gate valve

Potable Water Booster Pump Calculations(Head)

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Page 1: Potable Water Booster Pump Calculations(Head)

PROJECT NAME : 3 Nos Head Quarters

Head loss calculation using ( 2 ) HAZEN-WILLIAMS Formula

no. mm m mm GPM l/s 0.2

1.0

1.0

2.0

0.3

0.3

0.9

0.5

2.0

1.0 1/1 m m/s 1/1 1/1 m m m m m m

Suction TO A 2" cop 49.8 15 140 40 2.52 2 1 1 4 9 1 14.7 1.29591 64482.595 0.03871 3.87 0.58 1.26 1.84 1.84 1.839

A TO B 2" cop 49.8 4 140 40 2.52 1 0.9 1.29591 64482.595 0.03871 3.87 0.15 0.08 0.23 0.23 0.232

B TO C 1 1/4" cop 31.6 10 140 26 1.64 1 1 1 1.7 -4 2.08554 65950.934 0.15857 15.9 1.59 0.38 1.96 -2 -0.2

C TO D 1 1/4" cop 31.6 5 140 24 1.51 1 2 2.1 -2.4 1.92511 60877.785 0.13672 13.7 0.68 0.4 1.08 -1.3 -1.52

D TO E 1 1/4" cop 31.6 5 140 24 1.51 1 0.9 1.92511 60877.785 0.13672 13.7 0.68 0.17 0.85 0.85 -0.66

E TO F 1 1/4" cop 31.6 15 140 22 1.39 1 1 1.2 1.76469 55804.636 0.11638 11.6 1.75 0.19 1.94 1.94 1.271

F TO G 1 1/4" cop 31.6 10 140 20 1.26 1 1 1.2 1.60426 50731.487 0.09754 9.75 0.98 0.16 1.13 1.13 2.404

G TO H 1 1/4" cop 31.6 5 140 16 1.03 1 1 1.4 1.31549 41599.82 0.06754 6.75 0.34 0.12 0.46 0.46 2.866

H TO I 1" cop 25.3 5 140 12 0.73 1 0.9 1.45678 36817.294 0.10599 10.6 0.53 0.1 0.63 0.63 3.493

I TO J 3/4" cop 18.9 2 140 7 0.41 1 1 1.1 1.45608 27553.326 0.14843 14.8 0.3 0.12 0.42 0.42 3.909

J TO K 3/4" cop 18.9 3 140 6 0.36 1 0.9 1.28807 24374.096 0.11828 11.8 0.35 0.08 0.43 0.43 4.339

K TO L 3/4" cop 18.9 2 140 3 0.16 1 1 1.4 0.56003 10597.433 0.02529 2.53 0.05 0.02 0.07 0.07 4.412

L TO M 1/2" cop 13.4 2 140 2 0.11 1 3 1 2 0.74612 9987.4608 0.06445 6.44 0.13 0.06 0.19 0.19 4.598

TOTAL 83 4 1 1 11 22 3 1 30.4 -6.4 18.7191 574137.25 1.25332 125 8 3 11

Static head = -6.40 m

Filter pressure drop 1 bar = 10.00 m

Outlet pressure 20 PSI = 14.00 m

total friction loss = 11.23 m

total dynamic head = 28.83 m

Add 10 % safety = 31.71 m , 104 ft

no. part of pipe

DN Nominal diameter

Foot valve

ID Pipe Inner diameter

L Pipe length

C Hazen constant

Q Flow rate

Multimedia filter

4.83

dh(1) Liner loss

Strainer

discharge outlet

Accumulative Pressure

DH Total loss

Total head (DH+GH) / pipe

V Mean Velocity

RE Reynolds number

Total local factors

DN

check valve

Loss m per 100 m

dh(2) Local loss

GH Static head

Loss m per m

Local factors of fittings

elbow ( 45 leg.)

elbow ( 90 leg.)

tee

reducer

gate valve