v = Q / A
At fixed flow, velocity is inversely proportional to area.
At fixed flow, velocity is inversely proportional to area.
Select a target and calculate.
At fixed flow, velocity is inversely proportional to area.
60 l/min through 1,000 mm² gives 1 m/s.
Incompressible, uniformly distributed flow.
This calculator finds the missing quantity among flow velocity v, volumetric flow Q and flow area A from the other two. Using concrete pipe-sizing limits, it shows why flow velocity itself — not just volumetric flow — matters for pipe sizing.
The mean flow velocity in a pipe is volumetric flow relative to the flow area: v = Q/A. At constant flow, velocity rises as area shrinks.
Plumbing codes such as the Uniform Plumbing Code cap allowable velocity in copper tube at about 2.4 m/s for cold water and 1.5 m/s for hot water. These limits aren't arbitrary: above these speeds, flow noise, erosion-corrosion at pipe walls and fittings, and the risk of water hammer all rise significantly.
v = Q / A
v = Q / AQ = v · AA = Q / v| Symbol / input | Meaning |
|---|---|
| Mean velocity v | The cross-section-averaged flow velocity in the pipe – not the peak velocity at the pipe centre, which is noticeably higher for laminar flow. Computed as a result from Q/A. |
| Volumetric flow Q | The volumetric flow in the pipe. Source: a flow meter, a pump curve, or computed from V/t. |
| Open area A | The hydraulically open (flow) cross-section – for a full circular pipe, π·d²/4 with inner diameter d. Source: computed from the inner diameter (pipe datasheet or measurement). |
Enter two of the three quantities. Velocity requires flow and area, flow requires velocity and area, area requires flow and velocity. Use the actual hydraulically open cross-section, not the pipe's outside diameter.
Select the target quantity and enter the two known values with units. Compare the result against velocity limits typical for your medium and material, rather than sizing solely to the available pipe diameter.
Given Q = 60 l/min and A = 1,000 mm², substitution gives v = 60 l/min / 1,000 mm² = 1 m/s (after unit conversion).
A flow velocity of 1 m/s sits, for most water installations, in an uncritical range below common noise and erosion limits. At noticeably higher velocities, pipe cross-section should be increased even though volumetric flow itself is unchanged.
The SI unit is m/s. Building services calculations often also use ft/s (1 ft/s ≈ 0.3048 m/s), especially under North American codes.
Flow velocity is used to size potable water and heating installations, industrial pipework, ventilation ducts, and pump connections to avoid noise, erosion and pressure loss.
The formula gives an area-averaged velocity for incompressible, uniformly distributed flow. For real flow profiles, e.g. laminar flow with a parabolic velocity profile, actual centreline peak velocity deviates from this average.
Common mistake: Do not size a pipe solely to the required flow without checking resulting velocity — too small a cross-section can still cause unacceptably high velocity, and therefore noise or erosion problems, even with adequate flow. Also, do not confuse a pipe's outside diameter with its hydraulically open internal cross-section.
For copper tube, about 2.4 m/s for cold water and 1.5 m/s for hot water are often cited as upper limits; other materials and codes may set different limits.
Because the same flow at a smaller cross-section produces higher velocity, worsening noise, erosion and pressure loss. Only the combination of flow and area determines actual velocity.
Flow noise rises, along with the risk of erosion-corrosion at pipe walls and fittings and the danger of water hammer on rapid valve closure.