Calculate Darcy friction factor using the Moody equation for pipe flows with support for pressure loss calculations and multiple units.
The Darcy friction factor is a dimensionless coefficient that quantifies how much energy or pressure is lost due to wall friction as a fluid moves through pipe or annular flow. It is the friction term used in the Darcy–Weisbach equation to calculate pressure loss per unit length for incompressible flow in pipes.
In drilling hydraulics, friction factor is central to estimating pressure losses in drill pipe, casing, surface lines, and the annulus. Those friction losses add directly to standpipe pressure and equivalent circulating density (ECD), so an accurate friction factor is important for staying inside the safe pressure window between pore pressure and fracture pressure.
The Darcy friction factor used here is four times the Fanning friction factor sometimes quoted in process design texts. When you compare values or charts, always check whether they are using Darcy or Fanning definitions so you don't mix them by mistake.
For turbulent flow in rough pipes, this calculator uses the Moody explicit approximation to the Colebrook–White equation:
f = 0.0055 × ( 1 + ( 2×10⁴×(k/D) + 10⁶/Re )1/3 )
Valid for approximately 4,000 ≤ Re ≤ 5×10⁸ and k/D ≤ 0.01 (Moody, 1947). Here k is absolute roughness and D is hydraulic diameter.
When pipe length and flow velocity are provided, the calculator also estimates pressure loss using the Darcy–Weisbach equation:
Δp = f × (L / D) × (ρ V² / 2)
Where Δp is pressure loss along length L, ρ is fluid density, V is mean flow velocity, and D is hydraulic diameter.
Where:
Consider water flowing in a steel line with hydraulic diameter D = 0.10 m, absolute roughness k = 0.000045 m (0.045 mm), Reynolds number Re = 100,000, pipe length L = 100 m, fluid density ρ ≈ 1,000 kg/m³, and average velocity V = 2 m/s.
k/D = 0.000045 / 0.10 = 0.00045
f ≈ 0.0055 × ( 1 + ( 2×10⁴×0.00045 + 10⁶/100000 )1/3 ) ≈ 0.020
Δp ≈ 0.020 × (100 / 0.10) × (1,000 × 2² / 2) ≈ 4.0×10⁴ Pa ≈ 40 kPa (about 5.8 psi)
This example shows how even a relatively small friction factor can generate noticeable pressure loss over long flow paths or at high velocities. In drilling hydraulics, longer intervals, smaller annular clearances, and higher flow rates all increase the friction term and therefore standpipe pressure and ECD.
f = 0.0055 × (1 + (2×10⁴×k/D + 10⁶/Re)^(1/3))
Valid for 4,000 < Re < 500,000,000
Δp = f × (L/D) × (ρV²/2)
Pressure loss; ρ = fluid density (assumes 1000 kg/m³)
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