Codes & standards 5
NFPA 13BS EN 12845AS 2118.1NZS 4541NFPA 20
Regions 6
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FF-202 · FIRE FIGHTING · SPRINKLER SYSTEMS

Sprinkler Hydraulic Calculator

Pick the standard and hazard, set the head layout and pipe sizes, and the lab works out the most remote design area node by node with Hazen-Williams. You get the flow and pressure the system needs, checks it against your fire pump or water supply, and sizes the tank.

NFPA 13UAE Fire & Life Safety CodeBS EN 12845AS 2118.1NZS 4541Hazen-WilliamsNFPA 20 pump curve

How to use: every input already has a sensible default. Change what you know, tap i next to any field for a plain explanation, and watch the results update.

1. Design basis

Standard, hazard and layout. Defaults follow the selected standard.

Standard and hazard
Head layout
Pipework
Water supply

2. Most remote design area

Operating heads, flow in each pipe and pressure at each head. Tap a head to read its values.

3. Checks

    4. Supply against demand

    Hydraulic graph on a Q1.85 scale, so the supply curve and pipe losses plot as straight lines.

    5. Node by node calculation

    Hazen-Williams: p = 6.05 × 105 × Q1.85 / (C1.85 × d4.87) bar/m, with Q in L/min and d in mm. Head flow q = K√P.

    6. How the calculation works

    Density and area

    Each hazard class has a design density (water per square metre per minute) that must be delivered over a design area at the most hydraulically remote part of the system. Every head in that area must give at least density × coverage, and at least the minimum pressure.

    Shape of the area

    The area is a rectangle with its long side along the branch lines, at least 1.2 × √A long. That sets how many heads flow on each branch. The remaining heads fill the next branches towards the cross main.

    Balancing the branches

    The remote branch is worked head by head. Each further branch is treated as one large sprinkler with its own K-factor (Q / √P) and flows at whatever pressure the cross main gives it, which is how hand calculations and software balance a tree system.

    Back to the source

    Friction in the feed main and riser, the valves and fittings, and the static height (0.0981 bar per metre) are added to give the pressure needed at the pump or valve set. Hose allowance is added to the flow, then the point is checked against the supply curve.

    This is a learning and checking tool for tree systems with an end-fed cross main. Final designs need calculation in listed software, the sprinkler and valve data sheets, and the authority's approval.

    About this lab: Sprinkler Hydraulic Calculator

    Sprinkler Hydraulic Calculator

    Free sprinkler hydraulic calculation to NFPA 13, BS EN 12845, AS 2118.1 and NZS 4541: density and area, node by node Hazen-Williams, fire pump check and tank size.

    Topics you can explore

    • Hazard classes and design density
    • Design area shape and 1.2 √A rule
    • K-factor and minimum head pressure
    • Hazen-Williams friction loss
    • Balancing branch lines with K-factors
    • Fire pump curve to NFPA 20
    • Water tank volume

    Practical engineering example

    An ordinary hazard 1 car park to NFPA 13 needs 6.1 mm/min over 139 m². With K80 heads at 3.6 m by 3.3 m, 12 heads flow on 3 branches. The remote head needs 72 L/min at 0.82 bar, and the system needs about 1,070 L/min plus 946 L/min hose at the pump.

    Developed by Eng. Mannan Maqsood. Verify against current project requirements and the applicable authority rules.

    Standards and regions covered

    Built around NFPA 13 and NFPA 20 as adopted by the UAE Fire and Life Safety Code (Dubai Civil Defence and other emirates), BS EN 12845, AS 2118.1 and NZS 4541. Engineers use it on projects in Dubai, Abu Dhabi, Sharjah and the Northern Emirates, Saudi Arabia and Qatar, and in Auckland, the rest of New Zealand and Australia. Always confirm the edition your authority or client has adopted before relying on a result.

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