Pipe Flow Velocity & Pressure Drop Calculator

Find flow velocity and Hazen-Williams friction loss for copper, PVC, CPVC, and steel pipe.

Computes water velocity in ft/s and Hazen-Williams friction loss in psi per 100 ft from flow rate, nominal pipe size, and material C-value. Helps plumbers and mechanical engineers keep supply velocity inside the recommended 4 to 8 ft/s range and check pressure drop on a run. It runs free in your browser on Gera Tools, with nothing uploaded.

Last updated Source: Gera Tools

What velocity range should water supply pipe stay in?

Most plumbing guides keep cold and hot water supply velocity between 4 and 8 ft/s. Below 4 ft/s pipes can be oversized and sluggish, and above 8 ft/s you risk erosion-corrosion, water hammer, and noise. Hot recirculation lines are often kept under 4 ft/s to limit copper erosion.

Sizing water supply pipe is a balance: too small and velocity climbs until the pipe erodes and bangs, too large and you waste material and let the water go stale. This calculator computes the flow velocity and the Hazen-Williams friction loss for a given flow rate, pipe size, and material so you can keep a run inside the sensible 4 to 8 ft/s window.

The velocity window and why it matters

The recommended velocity range of 4 to 8 ft/s for water supply pipe is not arbitrary:

  • Below 4 ft/s the pipe may be oversized, increasing material cost. More importantly, low velocities in hot-water systems allow water to cool in dead-legs, increasing Legionella risk and reducing hot-water response time.
  • Above 8 ft/s erosion-corrosion becomes a real concern, particularly in copper. The turbulence strips the protective oxide layer from the pipe wall. Velocities over 8 ft/s also cause noise (“water hammer” precursors) and can set up pressure waves that damage fittings.
  • Hot-water recirculation lines are kept below 4 ft/s to limit copper erosion over long service life.

How it works

Velocity comes from the continuity equation — flow divided by cross-sectional area. Friction loss uses the Hazen-Williams equation, the standard for water at normal temperatures in plumbing hydraulics:

V (ft/s)   = 0.4085 × GPM / d²          (d = inside diameter in inches)
S (ft/ft)  = 4.52 × Q^1.852 / (C^1.852 × d^4.8704)
psi/100ft  = S × 100 × 0.4331

C is the Hazen-Williams roughness coefficient: about 150 for PVC and CPVC, 140 for new copper, and 100–130 for steel depending on age and scale buildup. The d^4.87 exponent means a small increase in pipe diameter produces a large drop in friction loss — the main reason stepping up one pipe size dramatically cuts pressure drop on long runs.

Worked example: comparing 3/4 inch vs 1 inch copper

Scenario: 10 GPM through type-L copper (C = 140).

3/4 inch type-L copper (inside diameter about 0.785 in):

  • Velocity ≈ 6.8 ft/s — inside the 4–8 ft/s range, but on the high side
  • Friction loss ≈ 9 psi per 100 ft

1 inch type-L copper (inside diameter about 1.025 in):

  • Velocity ≈ 3.7 ft/s — just at the lower end of the range
  • Friction loss ≈ 2.8 psi per 100 ft — about 70% less

For a 50 ft run with multiple elbows and valves, stepping up to 1 inch saves roughly 4–5 psi of pressure drop, which may be the difference between adequate and inadequate pressure at the farthest fixture.

What this calculator does not include

This result is straight-pipe friction loss only. To get the total pressure drop on a real run, add:

  • Fitting equivalent lengths — each elbow, tee, and valve adds resistance equivalent to several feet of straight pipe. A 3/4 inch 90° elbow is roughly 2–3 equivalent feet.
  • Elevation — add 0.433 psi for every vertical foot the water must rise.
  • Fixture demand — subtract the fixture’s minimum required pressure from the supply pressure to find the available driving pressure for friction.