Water Flow
Free Water Flow calculator with clear step-by-step results.
About Water Flow
Flow rate is cross-sectional area times velocity, and the Darcy-Weisbach relation converts that velocity into friction head loss over the pipe run. The Reynolds number indicates the flow regime: below about 2,300 it is laminar, above 4,000 fully turbulent, which is where the friction factor assumption applies.
Formulas
Flow rate
Q = pi x (diameter / 2)^2 x velocity
Head loss
h = f x (length / diameter) x velocity^2 / (2 g)
Worked example
With the default values below, Water Flow returns Flow rate of 34.21. Change any input above and every figure here is recalculated in your browser.
Inputs used
- Pipe internal diameterminimum 1 mm
- 22 mm
- Flow velocityaccepts 0.01–10 m/s
- 1.5 m/s
- Pipe run lengthminimum 0.1 m
- 25 m
- Darcy friction factoraccepts 0.005–0.1
- 0.025
Results
- Flow rate
- 34.21 L/min
- Flow rate
- 2.0527 m3/h
- Friction head loss over the run
- 3.258 m
- Reynolds number
- 32,869
Step by step
- 1Values used
- 2Flow rate
- 3Head loss
- 4Flow rate= 34.21 L/min
- 5Flow rate= 2.0527 m3/h
- 6Friction head loss over the run= 3.258 m
- 7Reynolds number= 32,869
Assumptions and limits
- The result is derived only from the 4 inputs listed above. Anything not among them is not part of the calculation.
- In particular, this calculator does not take inflation, tax, fees or charges or compounding frequency into account.
- Figures are rounded for display to 4 decimal places, so totals built from several rounded parts can differ slightly from the unrounded arithmetic.
How these calculators are built and tested is described on the Methodology page. If a figure looks wrong, please report it.
Frequently Asked Questions
What velocity should I design for?
Typically 1-2 m/s for domestic supply. Below 0.5 m/s sediment settles; above about 2.5 m/s noise, erosion and water hammer become problems.
Where does the friction factor come from?
From the Moody chart or the Colebrook equation using Reynolds number and relative roughness. Around 0.02-0.03 is typical for copper and plastic at domestic velocities.
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