Pipe Pressure Drop Calculator

Calculate pressure drop and head loss in dairy pipelines using the Darcy-Weisbach equation.

m
Total pipe length including equivalent lengths for fittings
mm
Internal diameter of the pipe in mm. Common dairy sizes: 25, 38, 50, 63, 76, 100 mm
m/s
Typical dairy pipelines: 1.5–3.0 m/s discharge, 0.5–1.0 m/s suction
Smooth SS sanitary pipe (turbulent): 0.015–0.022. Slightly rough: 0.025–0.030
kg/m³
Whole milk ≈ 1030, Skim milk ≈ 1035, Water = 1000, Cream ≈ 1005
Formula
frictionFactor * (pipeLength / (pipeDiameter / 1000)) * (density * velocity * velocity / 2)
pipeLength Pipe Length (L) (m)
pipeDiameter Pipe Internal Diameter (D) (mm)
velocity Flow Velocity (v) (m/s)
frictionFactor Darcy Friction Factor (f)
density Fluid Density (ρ) (kg/m³)
Worked Example
1
Given:
density = 1030
frictionFactor = 0.02
pipeDiameter = 50
pipeLength = 30
velocity = 2
2
Apply the formula:
frictionFactor * (pipeLength / (pipeDiameter / 1000)) * (density * velocity * velocity / 2)
3
Result:24720 Pa24720 bar24720 m

What is Pressure Drop in Dairy Pipelines?

Pressure drop (ΔP) is the loss of pressure as fluid flows through a pipe due to friction between the fluid and pipe wall. It directly determines:

  • Pump head requirements: Under-sized pump = no flow
  • CIP velocity: Minimum 1.5 m/s needed for effective cleaning — check ΔP across circuit
  • PHE and valve sizing: Each fitting adds resistance

Darcy-Weisbach Equation

ΔP (Pa) = f × (L/D) × (ρ × v²/2)

Head Loss (m) = f × (L/D) × (v²/2g)

Where:

  • f = Darcy friction factor (use 0.02–0.03 for turbulent dairy flow in SS pipes)
  • L = pipe length (m)
  • D = pipe internal diameter (m)
  • ρ = fluid density (kg/m³) — milk ≈ 1030 kg/m³
  • v = flow velocity (m/s)
  • g = 9.81 m/s²

Friction Factor (f) for Dairy SS Pipes

For turbulent flow (Re > 4000), typical for dairy pipelines:

  • Sanitary SS pipe (smooth): f ≈ 0.015–0.020
  • Mild steel or slightly rough: f ≈ 0.020–0.030
Line TypeRecommended Velocity
Suction (pump inlet)0.5–1.0 m/s
Discharge (pump outlet)1.5–3.0 m/s
CIP circuits1.5–2.5 m/s
Long transfer lines1.0–2.0 m/s
Gravity drain lines0.5–1.0 m/s

Fittings Equivalent Lengths (for adding to pipe length L)

FittingEquivalent Length (× pipe diameter)
90° elbow (SS sanitary)30 × D
45° elbow16 × D
T-junction (through)20 × D
T-junction (branch)60 × D
Butterfly valve (open)6 × D
Ball valve (full open)3 × D

Multiply fitting multiplier by pipe diameter to get equivalent pipe length in metres, then add to actual pipe length.

Example

50 mm ID pipe, 30 m long, milk at 2 m/s, f = 0.020:

ΔP = 0.020 × (30/0.05) × (1030 × 2²/2) = 0.020 × 600 × 2060 = 24,720 Pa ≈ 0.25 bar

Head = 24,720 / (1030 × 9.81) = 2.45 m

Add this to the static head to find total pump head required.