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
- 1Open the worksheet first when the guide spans multiple calculations or review gates.
- 2Use each linked calculator only after the input source for that step is known.
- 3Keep warning states, assumptions, and review notes with the project record.
- 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.
| Phase | Action | Tools | Evidence to keep |
|---|---|---|---|
| Step 1 | Record static and residual pressures. | Hydrant Flow Test Calculator | Document the source used to start the NFPA 25 workflow. |
| Step 2 | Calculate flow from pitot pressure and outlet diameter. | Hydrant Flow Test Calculator, Available Water Supply Calculator | Keep calculation notes showing how this step supports: calculate flow from pitot pressure and outlet diameter. |
| Step 3 | Estimate available flow at the required residual pressure. | Hydrant Flow Test Calculator, Available Water Supply Calculator | Keep calculation notes showing how this step supports: estimate available flow at the required residual pressure. |
| Step 4 | Compare available flow to system demand. | Hydrant Flow Test Calculator, Available Water Supply Calculator | Keep calculation notes showing how this step supports: compare available flow to system demand. |
| Step 5 | Flag low-margin conditions for engineering review. | Hydrant Flow Test Calculator, Available Water Supply Calculator | Record the reviewed output, warning state, and next review decision. |
Required records
- 1Hydrant test date, location, static pressure, residual pressure, outlet diameter, and pitot reading.
- 2Measured flow, available flow at required residual, and supply curve point record.
- 3System demand or pump demand used for comparison against available water supply.
- 4Low-margin, stale-test, mixed-test, or AHJ/utility follow-up notes.
Review gates
- 1Static, residual, pitot, outlet, and flow data belong to the same test event.
- 2Available flow is calculated at the required residual pressure used for demand comparison.
- 3Demand and supply comparison uses compatible GPM and pressure basis.
- 4Stale, incomplete, or low-margin water supply data is flagged before pump or sprinkler reliance.
Next-step notes
- 1Open the hydrant flow and water supply worksheet before comparing supply against demand.
- 2Use the pitot, available-flow, and supply-curve calculators only with same-test data.
- 3Carry the required residual pressure basis into sprinkler demand or pump worksheets.
- 4Route questionable test data to AHJ, utility, or project engineering review before reliance.
Worksheet handoff
Calculation tools
Next records
Water Supply Analysis Workflow
Open related tools
Before filing
- 1Open the hydrant flow and water supply worksheet before comparing supply against demand.
- 2Use the pitot, available-flow, and supply-curve calculators only with same-test data.
- 3Carry the required residual pressure basis into sprinkler demand or pump worksheets.
- 4Route questionable test data to AHJ, utility, or project engineering review before reliance.