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Pipe Pressure Drop Calculator

Darcy-Weisbach equation with iterative Colebrook-White friction factor. Supports laminar/turbulent flow, pipe roughness presets, and minor losses from fittings.

Darcy-Weisbach Colebrook-White Minor Losses bar / kPa / PSI
Quick presets

Results

Total Pressure Drop
Pressure Drop (kPa / PSI)
Friction Loss (pipe only)
Minor Losses (fittings)
Flow Velocity
Reynolds Number
Darcy Friction Factor f
Flow Regime

Darcy-Weisbach Equation

The fundamental equation for pressure drop due to friction in a pipe:

  • f — Darcy friction factor (dimensionless)
  • L — pipe length (m)
  • D — pipe inner diameter (m)
  • ρ — fluid density (kg/m³)
  • v — mean flow velocity (m/s)

Colebrook-White Equation (Turbulent Flow)

For turbulent flow (Re > 4000), the friction factor is found iteratively:

This calculator uses the iterative Newton-Raphson method (50 iterations) for accurate results matching the Moody diagram.

Laminar Flow

For Re < 2300 (laminar flow), the friction factor is simply:

Minor Losses

Fittings, valves, elbows, and other components add additional pressure drop expressed via K-factors:

FittingK-factorFittingK-factor
90° elbow (standard)0.945° elbow0.4
Tee (through)0.4Tee (branch)1.8
Gate valve (full open)0.15Ball valve (full open)0.05
Check valve (swing)2.5Globe valve (full open)10
Pipe entrance (sharp)0.5Pipe exit1.0
Sudden expansion~1.0Sudden contraction~0.5

Pipe Roughness Values

MaterialRoughness ε (mm)Notes
Carbon steel0.045New commercial pipe
Stainless steel0.015Smooth welded
Copper0.0015Drawn tubing
Plastic (PE, PVC)0.0015Very smooth
Cast iron0.25New; aged can be 1–3 mm
Hydraulic hose0.005Rubber inner liner
Concrete0.3 – 3.0Depends on finish

Practical Example

Example — Hydraulic Pressure Line

Given: Q = 60 L/min, D = 25 mm, L = 10 m, steel pipe (ε = 0.045 mm), oil ν = 32 cSt, ρ = 870 kg/m³

v = 4 × 0.001 / (π × 0.025²) = 2.037 m/s

Re = 2.037 × 0.025 / (32 × 10⁻⁶) = 1,592 → Laminar

f = 64 / 1592 = 0.04020

ΔP = 0.04020 × (10/0.025) × 870 × 2.037² / 2 = 29,045 Pa = 0.290 bar

⚠️ Note: In the transition region (Re 2300–4000) the friction factor is interpolated. Real flow may oscillate between laminar and turbulent. Avoid designing systems to operate in this region.

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Nikolai Shelkovenko

Nikolai Shelkovenko

Nikolai Shelkovenko is a vibration analysis engineer and the founder and CEO of Vibromera. For more than 15 years he has balanced rotating equipment in the field rather than on a test bench: mulchers, industrial fans, crushers, centrifuges, shafts and spindles. That work is what the Balanset instruments grew out of — they were designed as a tool a specialist can carry to the machine and use alone, on site, not as laboratory equipment. Vibromera was founded in 2017 and has been based in Porto, Portugal, since 2023. Development, assembly and support of the Balanset line all happen here. The flagship instrument is the Balanset-1A, a portable analyser for single- and two-plane balancing and for vibration diagnostics. Nikolai is personally involved in customer support, in working through difficult balancing cases and in the development of the software. He works with customers worldwide, in any language.

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