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Head Loss to PSI Converter

Head loss in a piping system represents the mechanical energy lost to friction as fluid flows through straight pipe, fittings, valves, sudden contractions or expansions, and other...

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Formula

Source: Engineering Toolbox, Hydraulic Institute Standards | Last reviewed: June 8, 2026

Examples

100 ft

= 43.3 psi

  • SG = 1

100 ft head loss of water = 43.3 psi pressure drop

50 ft

= 17.3 psi

  • SG = 0.8

50 ft of kerosene (SG 0.8)

10 ft

= 5.2 psi

  • SG = 1.2

10 ft head loss of brine (SG 1.2)

Quick Reference Table

Head Loss to PSI (water, SG=1)
ft head losspsi pressure drop
52.17
104.33
2510.83
5021.65
10043.3
20086.6

Where is this used?

Piping system design: converting calculated friction head loss to pressure drop for pump sizing.

Hydraulic analysis: determining pressure at any point in a piping network given elevation and friction losses.

Cross-referencing pump head curves with system pressure requirements.

In district heating and cooling systems, the head loss to psi conversion is fundamental to sizing the circulating pumps and the system pressure class — a 5-mile district heating loop carrying 5,000 GPM of 250°F water has a calculated friction loss of 200–300 ft of head at design flow, requiring pumps developing 86.6–129.9 psi of differential pressure.

The system pressure class (the maximum allowable working pressure of the pipe, fittings, and equipment) must accommodate the pump differential pressure plus the static fill pressure plus a safety margin, often 150 psi for low-temperature hot water systems and 300 psi for high-temperature hot water or steam systems.

In chemical process plant design, the head loss to psi conversion is used to set the pump discharge pressure, which determines the rating of the discharge piping class (ASME B31.3 Class 150, 300, 600, 900, 1500, 2500 corresponding to 285, 740, 1,480, 2,220, 3,705, and 6,170 psi at ambient temperature) and the rating of the safety relief valves at the pump discharge.

Crude oil pipeline hydraulic calculations per ANSI/API 1149 use head loss in feet (or meters) of crude, and the conversion to psi at the pump station discharge is required for the pipe wall thickness verification (the hoop stress in the pipe depends on the internal pressure, which is the sum of the pump discharge pressure, the static head due to elevation profile, and the surge pressure during a sudden valve closure).

Water distribution network analysis in municipal water systems uses the Hazen-Williams equation (US) or Darcy-Weisbach (international) to compute head loss in feet, and the conversion to psi is required for the pump station discharge pressure setting and the customer-side pressure regulator settings.

Building plumbing system design per IPC, UPC, and EN 806 uses fixture unit (FU) or load unit (LU) methods to estimate peak flow, then the head loss is calculated using the Colebrook-White equation and converted to psi for the booster pump selection and the pipe class (Schedule 40 PVC is rated 120 psi, Schedule 80 PVC is rated 200 psi, copper Type L is rated 150–400 psi depending on diameter, etc.).

Fire sprinkler system hydraulic calculations per NFPA 13 produce head loss in psi per foot of pipe for the specific pipe schedule and water density, and the conversion to head in feet is required for the fire pump selection (which is specified by rated flow in GPM and rated pressure in psi, and the equivalent head in feet is the pump's maximum energy delivery at the rated flow).

HVAC chilled water and hot water distribution system design uses head loss to psi conversion for the pump differential pressure specification (a 30 psi differential pressure pump is a small building, 80 psi is a large campus system) and for the heat exchanger pressure drop allowance (a plate heat exchanger might have 5–15 psi of water-side pressure drop at design flow, requiring the system pump to overcome this plus the pipe friction and the static head).

Frequently Asked Questions

What causes head loss in a piping system?

Head loss is caused by pipe friction (dependent on pipe length, diameter, roughness, and flow velocity) and minor losses from fittings, valves, bends, and other flow disturbances.

How does pipe diameter affect head loss?

Head loss is inversely proportional to roughly the fifth power of pipe diameter. Doubling the pipe diameter reduces head loss by approximately 97% for the same flow rate — which is why larger pipes dramatically reduce pumping energy.

How do I account for elevation changes?

Elevation head (static head) is additive with friction head loss. Total head = static lift + friction head loss. This converter handles the conversion of total head (including both components) to pressure.

Reviewed for accuracy

· Last reviewed: June 8, 2026

All calculations are for reference only. Always verify with manufacturer data and a qualified engineer for critical applications. Learn about our editorial process.

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