| Type | Component | GPM | Size | Equiv. L (ft) | Vel. (ft/s) | Head (ft) |
|---|
This pipe head loss calculator builds the total head a hydronic pump must overcome along a circuit. Add pipe segments (flow, size, and equivalent length) and equipment items (coils, chillers, control valves, strainers) with their water-side head loss; the tool sums them into total head in feet and pressure drop in psi for pump selection.
Each pipe segment is evaluated with the Darcy–Weisbach equation using the Colebrook–White friction factor, with fluid density and viscosity interpolated from your temperature and corrected for 30% ethylene or propylene glycol. Equipment items are entered as fixed losses from manufacturer data. Build the loss along the longest (critical) path to size the pump.
| Velocity | V (ft/s) = Q (GPM) × 0.002228 ÷ A A = π · (d ÷ 24)² |
| Head loss | hL = f · (L ÷ D) · V² ÷ (2 · g) |
| Total head | Htotal = Σ hL,pipe + Σ hequip |
| Pressure | ΔP (psi) = H (ft) · ρ ÷ 144 |
Pipe friction uses Darcy–Weisbach with the Colebrook–White friction factor (f = 64 ÷ Re below Re ≈ 2,300), the standard basis in ASHRAE Fundamentals and Cameron Hydraulic Data. The constant 0.002228 converts GPM to ft³/s; g = 32.174 ft/s². Head converts to pressure with ΔP = H · ρ ÷ 144, which for cold water is about feet ÷ 2.31. Equipment head losses are taken from manufacturer cut sheets at design flow.