Estimate the pressure loss in a pipe using the Darcy–Weisbach equation. Enter the flow in GPM, the pipe inside diameter in inches and the run length in feet, and the calculator returns the pressure drop in psi, the friction loss per 100 ft and the head loss in feet. Switch to SI for m³/s and metres.
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Friction factor calculation
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Schedule 40 pipe sizes, water flow in GPM and LPM at four design velocities, and recommended velocities by application. One PDF, made to pin above the bench.
The Pressure Drop Calculator uses the Darcy–Weisbach equation to estimate pressure losses in pipes due to friction. This equation is fundamental in fluid mechanics and is widely used in engineering applications.
The pressure drop is calculated using:
ΔP = f × (L/D) × (ρV²/2)
Where:
Two methods are available for calculating the friction factor:
Problem: Calculate the pressure drop for water flowing at 0.01 m³/s through a 50mm new steel pipe, 10 meters long.
Given: Q = 0.01 m³/s, D = 0.05 m, L = 10 m, ε = 0.000045 m, ρ = 998 kg/m³, μ = 0.001 Pa·s
1. Velocity: V = Q/A = 0.01 / (π/4 × 0.05²) = 5.09 m/s
2. Reynolds: Re = ρVD/μ = 998 × 5.09 × 0.05 / 0.001 = 254,000 (turbulent)
3. Friction factor (Haaland): f ≈ 0.02024
4. ΔP = f × (L/D) × (ρV²/2) = 0.02024 × 200 × 12,940 ≈ 52,400 Pa ≈ 52.4 kPa (7.6 PSI)
Flexible hoses typically have higher pressure drops than rigid pipe due to corrugations, smaller IDs, and rougher interior surfaces. Common hose pressure drops at typical flow rates:
| Hose Type | ID | Flow Rate | ΔP per 100ft |
|---|---|---|---|
| Garden hose | 5/8" | 10 GPM | 5–10 PSI |
| Hydraulic hose | 1/2" | 8 GPM | 15–25 PSI |
| Fire hose | 1-3/4" | 150 GPM | 10–15 PSI |
| Air hose | 3/8" | 20 CFM | 3–8 PSI |
Values are approximate and vary by manufacturer. Use our calculator with the appropriate roughness value for precise results.
US friction loss charts quote the pressure lost to pipe-wall friction per 100 feet of straight pipe, so runs of any length can be compared. The table gives psi per 100 ft for water at 68°F in new Schedule 40 steel (roughness 0.0018 in), worked out with the same Darcy–Weisbach and Haaland equations as the calculator above. A dash means the velocity is outside 1–10 ft/s, the usual design range.
| GPM | 1/2" | 3/4" | 1" | 1-1/2" | 2" | 3" | 4" |
|---|---|---|---|---|---|---|---|
| 2 | 2.0 | 0.51 | – | – | – | – | – |
| 5 | 10.9 | 2.7 | 0.81 | – | – | – | – |
| 10 | – | 9.7 | 2.9 | 0.35 | – | – | – |
| 20 | – | – | 10.7 | 1.2 | 0.36 | – | – |
| 50 | – | – | – | 7.0 | 2.0 | 0.28 | 0.07 |
| 100 | – | – | – | – | 7.4 | 1.0 | 0.26 |
| 200 | – | – | – | – | – | 3.8 | 0.96 |
Column headings are nominal pipe sizes; the calculation uses the Schedule 40 inside diameter (for example 2.067 in for 2"). Multiply by (run length ÷ 100) for a longer or shorter run, and add fittings as equivalent length. Smoother pipe such as PVC or copper loses less.
Here you will find the answers to the frequently asked questions about pressure drop calculations.
The Darcy–Weisbach equation is a fundamental equation in fluid mechanics that relates the pressure drop in a pipe to the friction factor, pipe length, diameter, fluid density, and velocity. It's widely used in engineering to design and analyze piping systems.
Friction loss is the part of the pressure drop caused by the fluid rubbing against the pipe wall. In a straight, level pipe of constant bore the two are the same thing. US charts usually quote it per 100 feet of pipe (psi per 100 ft or feet of head per 100 ft), which is why the calculator reports that figure alongside the total. Fittings, valves and elevation changes add to the total pressure drop on top of pipe friction.
Use the Haaland method for quick estimates and rough pipes, as it's an explicit equation that doesn't require iteration. The Colebrook method is more accurate and should be used for precise calculations, especially for smooth pipes or when high accuracy is required.
Higher pipe roughness increases the friction factor, leading to greater pressure drops. Smooth pipes like PVC have low roughness values (around 0.0000015 m), while rough pipes like concrete can have roughness values up to 0.003 m or higher.
The calculator supports Imperial (US) and SI units. In Imperial, enter the flow in GPM, the pipe inside diameter and roughness in inches, and the length in feet. In SI, enter the flow in m³/s and the diameter, length and roughness in metres. Results are always shown in Pa, kPa, bar and psi, plus friction loss per 100 ft and per 100 m.
The accuracy depends on the input parameters and the chosen method. The Colebrook method is generally more accurate than Haaland, especially for smooth pipes. For most engineering applications, both methods provide sufficient accuracy within 5-10% of actual values.
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