Construction Engineering Verified Calculator

NPSH Calculator

Net positive suction head available at the pump from pressure, vapour pressure, static head and suction friction.

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Geometry-based calculation.Computes NPSH available at the pump from absolute pressure, vapour pressure, static suction head and suction-line friction. Vapour pressure is interpolated for water from a standard saturation table.

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What this calculator does

Cavitation happens when the pressure at the pump eye drops below the vapour pressure of the liquid. This calculator gives you the number that matters — the NPSH available at the pump — and compares it with the NPSH the manufacturer requires, so you know whether the installation is safe or whether the water will boil.

How to use it

  1. Enter the ambient atmospheric pressure at your site altitude — 101.3 kPa at sea level, falling about 1 kPa per 85 m of altitude.
  2. Enter the liquid temperature; the vapour pressure is interpolated from the saturation table.
  3. Enter the static suction head as a positive number for a flooded suction, or a negative number for a suction lift.
  4. Add the friction loss in the suction line, then compare the available margin with your pump curve.

Governing formula

Governing Formula
NPSH(A) = (P_a − P_v)/(ρg) + H_s − H_f

Where:

  • P_a = Absolute pressure above the liquid [kPa]
  • P_v = Vapour pressure of the liquid [kPa]
  • H_s = Static suction head, positive or negative [m]
  • H_f = Friction loss in the suction line [m]

Derived Equations:

Atmospheric pressure expressed as metres of the liquid: barometric head = P_a / (ρ g)
Keep at least 0.5 m in reserve: margin = NPSH(A) − NPSH(R)

Worked example — A flooded suction on warm water at sea level

The figures below were produced by running this page's own engine with the example inputs (Atmospheric pressure at site (kPa), Liquid temperature (°C), Static suction head (+ flooded / − lift) (m), Suction line friction loss (m), NPSH required (pump curve) (m), Fluid density (kg/m³)). If the calculator returns something different for the same numbers, that is a bug, not a rounding difference.

Expected results for the worked example
NPSH available11.17 m
NPSH required3 m
Margin8.17 m
Vapour pressure at temperature7.38 kPa
AssessmentNPSH(A) 11.2 m exceeds NPSH(R) 3.0 m with 8.2 m margin.
  1. At 40 °C the vapour pressure of water is about 7.4 kPa, equivalent to 0.75 m of water.
  2. Atmospheric pressure of 101.3 kPa gives 10.3 m of head.
  3. NPSH(A) = 10.3 − 0.75 + 2 − 0.4 = 11.2 m, comfortably above the 3 m required.

Assumptions & limitations

Engineering calculation. Computes NPSH available at the pump from absolute pressure, vapour pressure, static suction head and suction-line friction. Vapour pressure is interpolated for water from a standard saturation table.

  • Interpolated vapour pressure is for water; use the correct saturation data for glycol mixtures, solvents or other fluids.
  • Static suction head must be measured at the liquid surface relative to the pump centreline, not taken from the drawing nominally.
  • NPSH required must be taken from the pump curve at the actual flow point, not the shut-off value.

This tool supports professional engineering work; it does not replace a sealed design. Confirm every result against the applicable standard and a licensed engineer before it is built.

References & standards

  • Hydraulic Institute — NPSH margin practice.
  • Crane TP-410 — process fluid mechanics, suction piping design.
  • ASME B31.3 — process piping, cavitation precautions.
Engineering Disclaimer & Verification Notice

This calculator provides preliminary engineering estimates for informational and planning purposes. Actual reverse osmosis / engineering system performance depends on site conditions, feed-water chemistry, membrane characteristics, operating pressure, temperature, recovery limits, fouling/scaling potential, and system design. Verify results using project-specific data, manufacturer projections, and applicable engineering standards before final design or operation.