Pipe Friction Loss Calculator (Darcy-Weisbach)

Calculate head loss and pressure drop in pipes using the Darcy-Weisbach equation. Compare pipe materials, sizes, and flow conditions for plumbing, HVAC, and hydraulic systems.

m
m
m/s
mm
m²/s
kg/m³
Head Loss (h_f)
3.733 m
h_f = f(L/D)(v²/2g) — Darcy-Weisbach
Pressure Drop
36,551 Pa
5.30 psi | 0.366 bar
Friction Factor (f)
0.01861
Turbulent flow (Re = 202,390)
Flow Rate
972.9 L/min
0.01621 m³/s
Pump Power Required
592.7 W
P = ΔP × Q (to overcome friction only)
Velocity Head
0.2039 m
v²/(2g) — kinetic energy per unit weight

Pipe Material Reference

Materialε (mm)f (current Re)Head Loss (m)ΔP (kPa)
0.00150.015633.1430.71
0.00150.015633.1430.71
0.00150.015633.1430.71
0.0450.018613.7336.55
0.150.022894.5944.96
0.260.025965.2150.99
0.30.026905.4052.85
30.0570811.45112.14

Pipe Diameter Comparison

Nom. SizeID (m)Velocity (m/s)RefHead Loss (m)ΔP (kPa)
1"0.025432.00809,5620.023024,730.1746,310.2
2"0.05088.00404,7810.01999128.381,256.9
3"0.07623.56269,8540.0189616.03157.0
4"0.10162.00202,3900.018613.7336.6
6"0.15240.89134,9270.018660.494.8
8"0.20320.50101,1950.019070.121.2
10"0.2540.3280,9560.019580.040.4
12"0.30480.2267,4630.020120.020.2

Head Loss Breakdown

Smooth (drawn tubing)
3.14 m
PVC/Plastic
3.14 m
Copper/Brass
3.14 m
Commercial steel
3.73 m
Galvanized iron
4.59 m
Cast iron
5.21 m
Planning notes, formulas, and examples

About the Pipe Friction Loss Calculator (Darcy-Weisbach)

Friction loss is the head and pressure drop caused by viscous shear as fluid moves through a pipe. The Darcy-Weisbach equation — h_f = f(L/D)(v²/2g) — describes that loss for any Newtonian fluid, with the friction factor set by Reynolds number and pipe roughness.

That makes pipe sizing a real design choice, not just a formatting detail. A smaller diameter increases velocity, which raises friction loss, pump power, and operating cost. The effect is especially important in long runs, chilled-water loops, fire protection systems, and process piping.

This calculator turns pipe length, diameter, roughness, fluid properties, and velocity into head loss, pressure drop, and pump power. It also compares common pipe materials and sizes so you can see how one change in diameter alters the result.

When This Page Helps

Pipe losses depend on several linked inputs: roughness, Reynolds number, diameter, length, and flow rate. Doing that by hand means bouncing between a Moody chart, unit conversions, and diameter tables. This calculator keeps those pieces together and shows how each pipe size changes head loss, pressure drop, and pump power.

How to Use the Inputs

  1. Enter the pipe length in meters.
  2. Enter the pipe inner diameter (or click a preset for a standard pipe size).
  3. Enter the flow velocity in m/s.
  4. Select the pipe material roughness or enter a custom value in mm.
  5. Enter fluid viscosity and density (defaults: water at 20°C).
  6. Read head loss, pressure drop, and pump power from the output cards.
  7. Use the diameter comparison table to explore how pipe sizing affects losses.
Formula used
Darcy-Weisbach Equation: h_f = f × (L/D) × v²/(2g) Pressure Drop: ΔP = f × (L/D) × ρv²/2 Pump Power: P = ΔP × Q = ΔP × Av where: f = Darcy friction factor (from Colebrook-White or 64/Re for laminar) L = pipe length (m), D = pipe diameter (m) v = flow velocity (m/s), g = 9.81 m/s² ρ = fluid density (kg/m³), Q = volumetric flow rate (m³/s)

Example Calculation

Result: h_f = 4.26 m, ΔP = 41.7 kPa

100 m of 4" commercial steel pipe (ε = 0.045 mm) with water at 2 m/s: Re = 202,390, f = 0.0218. Head loss = 0.0218 × (100/0.1016) × 4/(2 × 9.81) = 4.26 m. Pressure drop = 998 × 9.81 × 4.26 = 41.7 kPa (6.1 psi). Pump power = 41,700 × 0.0162 = 676 W to overcome friction.

Tips & Best Practices

  • Head loss scales with v² — doubling flow velocity quadruples friction loss.
  • For constant flow rate, h_f ∝ 1/D⁵ — upsizing one pipe size cuts losses dramatically.
  • Keep flow velocity between 0.5–3 m/s for water: below 0.5 risks sediment; above 3 causes noise and erosion.
  • Old pipes have much higher roughness than new ones — use corroded roughness values for existing systems.
  • The pump power shown is friction loss only — add elevation head, minor losses, and account for pump efficiency.
  • For very long pipes (>1 km), friction loss often dominates all other losses combined.

The Fifth-Power Law

The most important practical insight in pipe hydraulics is the fifth-power relationship between diameter and head loss at constant flow rate. If you need a specific flow rate Q, the velocity in a pipe of diameter D is v = Q/(πD²/4). Substituting into Darcy-Weisbach: h_f ∝ v² × L/D ∝ Q² × L/D⁵. This means doubling the diameter reduces friction loss by a factor of 32 — often justifying the higher cost of larger pipe.

Practical Pipe Sizing

Engineers typically size pipes by selecting a maximum acceptable velocity (1.5–2.5 m/s for water supply, 3–5 m/s for fire protection) or a maximum head loss per unit length (often 0.03–0.05 m per meter for distribution mains). This calculator\'s diameter comparison table directly supports this workflow: enter your required flow rate, then read which pipe sizes meet your head-loss budget.

Energy Cost of Friction

For continuously operating systems (water treatment, industrial processes), friction loss translates directly to electricity cost. Power = ΔP × Q / η_pump. At $0.10/kWh, a pump overcoming 50 kPa at 10 L/s costs about $4,400/year. Reducing friction by 50% through pipe upsizing pays for itself quickly — a calculation This calculator supports with its pump power output.

Sources & Methodology

Last updated:

Frequently Asked Questions

  • Head loss is measured as meters of fluid column and describes the energy lost per unit weight. Pressure drop is the same loss expressed as Pascals, so it depends on fluid density. Use head loss for pump curves and pressure drop for pressure ratings.