
“HOW TO CALCULATE FLOW OF WATER IN A PIPELINE”
“FORMULA FOR FLUID FLOW IN A PIPELINE”
1. Q (TONS/HR) = A (MTR2) X V (MTR/SEC) X DENSITY OF FLUID X 3600
1000
2. Q (M3/HR) = A (MTR2) X V (MTR/SEC) X 3600
SPECIFIC GRAVITY OF FLUID
Q= FLOW OF FLUID
A= CROSS SECTION AREA OF PIPE
V= VELOCITY OF FLUID
EXAMPLE FOR A CASE OF COLD WATER
USING FORMULA NO-1
DATA GIVEN AS FOLLOWS
Velocity of Water in Pipeline =1.7 Meter/Sec
Diameter of Pipeline =4’’=100mm=0.1 Meter
Density of Water=1000 Kg/M3
Q (KGS/HR) = A (MTR2) X V (MTR/SEC) X DENSITY OF FLUID X 3600(SEC/HR)
= 3.14 X D2 X 1.7 X 1000 X 3600
4
= 0.785 X .1 X .1 X 1000 X 3600
= 48042
Q (TONS/HR) = 48042 =48.042
1000
EXAMPLE OF A CASE OF COLD WATER
USING FORMULA NO-2
DATA GIVEN AS FOLLOWS
Velocity of water in Pipeline =1.7 Meter/Sec
Diameter of Pipeline=4’’=100mm=0.1 Meter
Density of Water=1000 Kg/M3
Q (M3/HR) = A (MTR2) X V (MTR/SEC) X 3600(SEC/HR)
SPECIFIC GRAVITY OF FLUID
= 3.14 X D2 X 1.7 X 3600
4 X 1
= 3.14 X .1 X .1 X 1.7 X 3600
4 X 1
= 48.042
FLOW OF WATER IN VARIOUS SIZES OF PIPELINE
PIPE DIAMETER IN INCHES | VELOCITY MTR/SEC | FLOW M3/HR |
1 | 1.2 | 2.2 |
2 | 1.3 | 9.5 |
3 | 1.4 | 23 |
4 | 1.7 | 50 |
6 | 1.8 | 118 |
8 | 1.8 | 210 |
10 | 1.8 | 328 |
12 | 2.0 | 525 |
14 | 2.0 | 715 |
16 | 2.0 | 934 |
18 | 2.0 | 1181 |
20 | 2.0 | 1459 |
22 | 2.0 | 1764 |
24 | 2.0 | 2100 |
Disclaimer: Above calculation will give approximate flow m3/hr, as we did not considered friction and other losses. Velocities taken in respect to get laminar flow of liquid. Laminar flow of a liquid will save power consumption by reducing friction losses inside the pipeline.