NFPA in USA

NFPA 25 work procedure

Water Supply Analysis Workflow

Use hydrant test readings to estimate available flow, compare demand, and document preliminary water supply margins.

Page role

Use this page for a defined task before moving to the next project record.

Audience
Engineers, designers, contractors, technicians, and reviewers following a tool-backed workflow.
Job
Use hydrant test readings to estimate available flow, compare demand, and document preliminary water supply margins.
Evidence
Hydrant test date, location, static pressure, residual pressure, outlet diameter, and pitot reading.; Measured flow, available flow at required residual, and supply curve point record.; System demand or pump demand used for comparison against available water supply.
Output
Static, residual, pitot, outlet, and flow data belong to the same test event.; Available flow is calculated at the required residual pressure used for demand comparison.; Demand and supply comparison uses compatible GPM and pressure basis.
Next
Start with the related worksheet, run the linked calculators, then retain reviewed values before project use.

Support route

  1. 1Open the worksheet first when the guide spans multiple calculations or review gates.
  2. 2Use each linked calculator only after the input source for that step is known.
  3. 3Keep warning states, assumptions, and review notes with the project record.
  4. 4Move to the handoff panel after the guide sequence is complete.

Guide workflow

Follow the sequence as an engineering workflow: each phase lists the action, tools, and evidence to retain before moving forward.

PhaseActionToolsEvidence to keep
Step 1Record static and residual pressures.Hydrant Flow Test CalculatorDocument the source used to start the NFPA 25 workflow.
Step 2Calculate flow from pitot pressure and outlet diameter.Hydrant Flow Test Calculator, Available Water Supply CalculatorKeep calculation notes showing how this step supports: calculate flow from pitot pressure and outlet diameter.
Step 3Estimate available flow at the required residual pressure.Hydrant Flow Test Calculator, Available Water Supply CalculatorKeep calculation notes showing how this step supports: estimate available flow at the required residual pressure.
Step 4Compare available flow to system demand.Hydrant Flow Test Calculator, Available Water Supply CalculatorKeep calculation notes showing how this step supports: compare available flow to system demand.
Step 5Flag low-margin conditions for engineering review.Hydrant Flow Test Calculator, Available Water Supply CalculatorRecord the reviewed output, warning state, and next review decision.

Required records

  1. 1Hydrant test date, location, static pressure, residual pressure, outlet diameter, and pitot reading.
  2. 2Measured flow, available flow at required residual, and supply curve point record.
  3. 3System demand or pump demand used for comparison against available water supply.
  4. 4Low-margin, stale-test, mixed-test, or AHJ/utility follow-up notes.

Review gates

  1. 1Static, residual, pitot, outlet, and flow data belong to the same test event.
  2. 2Available flow is calculated at the required residual pressure used for demand comparison.
  3. 3Demand and supply comparison uses compatible GPM and pressure basis.
  4. 4Stale, incomplete, or low-margin water supply data is flagged before pump or sprinkler reliance.

Next-step notes

  1. 1Open the hydrant flow and water supply worksheet before comparing supply against demand.
  2. 2Use the pitot, available-flow, and supply-curve calculators only with same-test data.
  3. 3Carry the required residual pressure basis into sprinkler demand or pump worksheets.
  4. 4Route questionable test data to AHJ, utility, or project engineering review before reliance.

Worksheet handoff

Calculation tools

Next records

Water Supply Analysis Workflow

Before filing

  1. 1Open the hydrant flow and water supply worksheet before comparing supply against demand.
  2. 2Use the pitot, available-flow, and supply-curve calculators only with same-test data.
  3. 3Carry the required residual pressure basis into sprinkler demand or pump worksheets.
  4. 4Route questionable test data to AHJ, utility, or project engineering review before reliance.