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Process piping · fluid flow

Pipe flow velocity calculator

Work out the mean velocity in a full pipe from the flow rate and bore, or the flow from a velocity, with the Reynolds number.

Examples
Calculate

The bore, not the nominal size: 4" schedule 40 is 102.3 mm (4.026 in).

Advanced
kg/m³

Water at 20 °C: 998 kg/m³.

cP

Water at 20 °C: 1.0 cP (mPa·s).

Mean flow velocityTypical for liquid lines

1.69 m/s

5.544 ft/s in 102.3 mm bore

Velocity
1.69 m/s · 5.544 ft/s
Flow
50 m³/h · 13.89 L/s · 220.1 US gpm
Flow area
8,219.4 mm²
Reynolds number
173,000 · Turbulent

Working

  1. A = π D² / 4 = π × (0.1023 m)² / 4 = 8.219 × 10⁻³ m²
  2. Q = 50 m³/h = 1.389 × 10⁻² m³/s
  3. v = Q / A = 1.389 × 10⁻² / 8.219 × 10⁻³ = 1.69 m/s
  4. Re = ρ v D / μ = 998 × 1.69 × 0.1023 / 0.001 = 173,000 (turbulent)

What the calculator is for

Line sizing, flowmeter selection and checks on erosion, noise and pressure drop all start with the velocity in the pipe. For a full circular pipe the mean velocity is the volumetric flow divided by the bore area. The Reynolds number then tells you whether the flow is laminar or turbulent, which matters for pressure-drop correlations and for most flowmeters.

  • v = Q / A with A = π D² / 4, D the inside diameter
  • Re = ρ v D / μ: laminar below about 2,300, turbulent above about 4,000

Worked example

50 m³/h of water flows in a 4" schedule 40 pipe, inside diameter 102.3 mm. The bore area is 8,213 mm², so the velocity is 1.69 m/s, comfortably inside the usual range for a liquid line. With water at 20 °C the Reynolds number is 173,000: fully turbulent.

The same flow in a 6" schedule 40 pipe (154.1 mm bore) runs at only 0.745 m/s. Velocity falls with the square of the diameter, so one pipe size makes a large difference.

Velocity and flowmeters

Flowmeters care about velocity and Reynolds number more than flow rate. A magnetic flowmeter loses accuracy at very low velocity, so a meter one or two sizes smaller than the line is common on slow flows, with reducers either side. Vortex meters need a minimum Reynolds number to shed vortices at all, and DP meters such as orifice plates lose signal with the square of velocity at low flow. Check the meter vendor’s velocity and Reynolds limits against the minimum and maximum of your operating range, not just the normal flow.

Typical velocities

Common starting points for liquid lines (check your company’s design basis)
ServiceTypical velocity
Pump suction0.5 to 1.5 m/s
Pump discharge, process liquid1.5 to 3 m/s
Gravity drainsbelow 1 m/s
Cooling water headers1 to 2.5 m/s

Common mistakes

  • Using the nominal size as the bore. A 4" schedule 40 pipe has a 102.3 mm bore; schedule 80 has 97.2 mm. The difference is 11 % in velocity.
  • Mixing up gpm. US and imperial gallons differ by 20 %. The calculator uses US gallons.
  • Partly full pipes. The formula assumes a full pipe. Gravity drains and open channels need other methods.
  • Gases at actual conditions. For gas, enter the actual volumetric flow at line pressure and temperature, not a standard or normal flow.

Basis

Continuity for incompressible flow in a full circular pipe, and the Reynolds number with the stated laminar and turbulent limits commonly used for pipe flow. Velocity guidance is indicative; your project’s design basis governs.

Frequently asked questions

How do I calculate velocity from flow rate in a pipe?

Divide the volumetric flow by the bore area: v = Q / (π D² / 4). 50 m³/h in a 102.3 mm bore is 0.01389 m³/s ÷ 0.008213 m² ≈ 1.69 m/s.

What velocity is normal for water in a pipe?

Roughly 1 to 3 m/s for process and utility lines, lower on pump suction. Higher velocities increase pressure drop, noise and erosion.

What Reynolds number is turbulent flow?

Pipe flow is usually laminar below about 2,300 and fully turbulent above about 4,000, with a transition between.

Does the pipe schedule change the velocity?

Yes. A heavier schedule has a thicker wall and smaller bore, so the same flow runs faster. Always use the inside diameter.

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