What this tool does

Screens both flow and pressure margins so a flow-only head count is not mistaken for a feasible zone.

When to use it

Use after measuring available flow and dynamic pressure at comparable conditions.

Inputs and supported units

Each labelled field explains the quantity it expects. Unit-system changes convert existing numeric entries once and keep calculations on a single SI internal basis. Supported shared units include L/min and GPM, metres and feet, kPa and psi, millimetres and inches, kW and hp, and °C and °F as relevant.

Calculation or decision method

Usable flow = available flow × (1 − reserve); pressure margin = dynamic − required head − losses − elevation head

How to interpret the result

Read the primary result with the supporting breakdown and warning. A plausible number is not evidence that every input, operating case or design constraint has been included.

Worked example

100 L/min with 10% reserve and 12 L/min/head yields seven whole heads and 6 L/min unused.

Assumptions

Entered measurements represent the same operating condition. Calculations use unrounded SI values and convert only for display.

Limitations

This is a preliminary planning screen, not a design approval, irrigation audit, pump curve analysis or distribution-uniformity test.

Safety and review boundary. Use current manufacturer data and local requirements. Isolate electrical and pressurized equipment before service; use qualified help for backflow, pump controls and buried piping.

Sources