1. Sprinkler system: NBR 10897 and NFPA 13
The sprinkler system is the first line of automatic defense in buildings protected by water-based systems. It operates without human intervention: each sprinkler has a thermal element (glass bulb or fusible link) that ruptures when local temperature reaches a predefined value (typically 57 °C, 68 °C or 79 °C for common areas; higher values for industrial kitchens). On rupture, the sprinkler automatically releases water.
Only sprinklers near the fire source activate, and water falls directly on the thermal source or adjacent area, interrupting propagation before the fire becomes general. This is the great advantage of the sprinkler system: it acts early, with minimal intervention, and frequently extinguishes the fire before Fire Department arrival.
From a pump sizing standpoint, what matters is the design area — the largest area where a predefined number of sprinklers can be simultaneously activated. NBR 10897 and NFPA 13 define this area as a function of hazard classification. For light hazard (offices, hotels, residences), the typical area is 140 m² with 5 to 8 operating sprinklers and density of 4.1 mm/min.
For ordinary hazard (conventional warehouses, clean industries), the area rises to 280-372 m² with 12 to 15 sprinklers and density of 6.1 to 8.1 mm/min. For extra hazard (plastic warehouses, flammable liquid storage), the area can reach 465 m² with densities above 12 mm/min, generating demands of 2,500 gpm or more.
The main pump must deliver this flow with minimum residual pressure (typically 50 psi for ESFR, 4 bar for standard sprinklers) at the sprinkler farthest from the pump, considering all piping loss.
2. Hydrant system: NBR 13714 and concentrated demand
The NBR 13714 hydrant system is a very different mechanism from the sprinkler system, although both are water-based. The hydrant is a water tap accessible to operators — typically equipped with hose, nozzle and maneuver key — and is manually operated by brigade members or the Fire Department during a fire.
Each standard 1.1/2" hydrant operates between 125 and 200 L/min at a minimum residual pressure of 4 bar, and the system is sized for simultaneous operation of at least two hydrants — the two farthest from the pump, considered the worst hydraulic scenario.
In larger buildings (area above 3,000 m² or height above 12 meters), the minimum number of simultaneous hydrants may rise to 3 or 4 depending on hazard category.
The fundamental characteristic of the hydrant system is concentrated demand. While the sprinkler system distributes total flow across dozens of small nozzles spread over a large area, the hydrant system concentrates all the flow in a few high-flow points.
This has a direct consequence on pump sizing: nominal demand may be smaller in total flow terms (500 to 1000 L/min for two hydrants versus 2000+ L/min for ESFR sprinklers in a warehouse), but required residual pressure at the operating point is typically higher due to loss in the 30-meter hose and nozzle.
For buildings with both systems — sprinklers and hydrants — the pump must meet the demand of the worst scenario, which may be one or the other depending on the project.
3. Deluge: when all nozzles open simultaneously
Deluge systems are the extreme case of hydraulic sizing. In a deluge system, the nozzles are permanently open — they have no fusible thermal element like conventional sprinklers. Activation is done by a control valve (deluge valve) that opens when a thermal or flame detector in the protected area sends a signal.
When the valve opens, water flows simultaneously through all nozzles in the hazard area, creating a dense water rain over the entire scenario. This type of system is used in applications where the risk is fast, generalized fire — aircraft areas (hangars), explosives storage, electrical transformer bases, and flammable liquid handling areas in refineries.
The consequence of deluge design on pump sizing is dramatic: nominal demand is calculated assuming 100% of nozzles in the protected area operate simultaneously, not just design-area nozzles as in sprinkler systems. For a typical hangar or transformer base area, this demand can easily reach 3,000 to 6,000 gpm — two to three times the equivalent ESFR sprinkler system demand.
The main pump must be proportionally larger, and the dual-diesel configuration is practically mandatory since a failure at deluge activation is catastrophic. Additionally, deluge systems for refinery applications frequently include foam proportioning (foam-water deluge), adding complexity and cost to the project.
4. Stairwell pressurization: a separate system, not fire-fighting
Stairwell pressurization is often confused with fire-fighting, but technically it is an evacuation system. Its goal is not to extinguish fire but to keep stair enclosures free from smoke during the time needed for occupant evacuation.
The Brazilian reference standard is NBR 14880, which defines design criteria: minimum 25 Pa and maximum 50 Pa pressure differential between stair interior and adjacent floors, with minimum air velocity through open doors of 1.0 m/s. This pressurization is done by a dedicated fan, not by a water pump — and control is by pressure switch in the stair enclosure.
The connection between stair pressurization and fire pump is indirect: the pressurization fan needs emergency electrical supply, and that supply shares the same infrastructure as the main electric pump controller in many buildings. If the fire pump depends on the emergency generator, the pressurization fan probably depends on the same generator. For hospitals and shopping centers, both systems need NFPA 110 Level 1 in the emergency electrical design.
The designer must coordinate the two loads to ensure simultaneous generator capacity, and to avoid operational interference between the two systems.
5. Comparative table: three systems, three sizings
The table below summarizes fundamental differences between sprinklers, hydrants and deluge from a pump sizing and system configuration standpoint. Note that the three columns refer to different systems operating in different scenarios — the same building may have all three installed simultaneously (typically a refinery or a large airport), or just one (a simple residential condominium with hydrants only, for example).
The decision of which systems to implement comes from the fire protection engineering design, which considers hazard class, human occupancy, property value and insurer requirements.
| Parameter | Sprinkler NBR 10897 | Hydrant NBR 13714 | Deluge |
|---|---|---|---|
| Activation | Automatic (thermal element) | Manual (brigade) | Automatic (detector + valve) |
| Open nozzles | Only design area | 2 to 4 simultaneous hydrants | All simultaneously |
| Typical demand | 500-2,500 gpm | 250-1,000 L/min | 3,000-6,000 gpm |
| Min. residual pressure | 50 psi (ESFR) / 4 bar std | 4 bar at hydrant | Nozzle-dependent |
| Typical pump type | FBCN 125-315 to 200-500 | FBCN 100-250 to 125-315 | Split-case 2500+ gpm dual-diesel |
| Typical application | Warehouse, shopping, hotel | Nearly all buildings | Hangar, transformer, refinery |
6. NFPA 25 test frequency for each system
Beyond sizing differences, the three systems have distinct testing and maintenance requirements per NFPA 25. For sprinklers, visual inspection is weekly (checking no sprinkler has been accidentally activated, no obstruction around them), alarm testing is quarterly, and full system testing with test header flow is annual.
For hydrants, inspection is monthly, including complete opening and closing of each hydrant, hose and nozzle verification, and flow testing at each hydrant at least once every 5 years. For deluge, the requirement is even stricter: semi-annual deluge valve testing, quarterly detection system testing, and annual full flow testing in a real activation simulation.
