Last edited 30 Sep 2019

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Business Sprinkler Alliance Institute / association Website

Overview of automatic sprinkler system design and operation

This article was originally published as part of The impact of automatic sprinklers on building design, an independent report produced by WSP, sponsored by the Business Sprinkler Alliance (BSA), published in September 2017.



Automatic sprinkler systems extinguish or control fires by discharging water locally. Detection is handled mechanically by heat sensitive elements which can be constructed from soldered links or glass bulbs containing oil based liquids. The thermal element holds in place a plug which prevents water from flowing from the sprinkler head. The thermal elements respond to localised heating which acts to release the plug and allow water to flow.

Key facts about their operation are:

  • Discharge in the presence of fire is extremely reliable (98 to 99.8%) and discharge in the absence of fire is rare;
  • They have an 80-95% [1] probability of being successful;
  • Systems can be designed to conceal pipes, and the availability of decorative sprinkler heads allows them to be matched with the interior of the space.

An automatic sprinkler system consists of water supply (tank, pump and valves) and sprinkler installation (pipes and heads). The specifications of the design depend primarily on the hazard classification of the occupancy of the building. The specifications include head spacing dimensions, assumed area of maximum operation (number of heads in-operation), design density (water discharge), water supply period, and tank volume.

Automatic sprinkler system design

  • The maximum area of coverage per sprinkler head depends on hazard classification and sprinkler mounting orientation (i.e. sidewall or overhead);
  • Design density is the water discharge required in litres per minute over the assumed area of maximum operation. This can be summarised as the flow of water required which increases proportionally with the occupancy risk category;
  • Area of operation is the design assumption for the maximum area over which the sprinklers will operate in a fire delivering the design density. This addresses the nature of the fire risk and recognises that some fires will grow faster than others;
  • Water supplies are required to be capable of supplying the required flow (depending on the system design) for a minimum duration that varies from 30 to 90 minutes depending on the hazard classification;
  • Minimum water volume requirement (water tank size) also depends on the hazard classification and the system type (wet, pre-action or dry).

Design standards

The automatic sprinkler standards applicable at the time of writing this document are:

Alternative systems

Automatic sprinkler system designs can be adopted to suit a specific fire safety objective. Sprinklers are typically installed throughout a building, whereas drenchers are placed to address a specific risk such as on glazing as an alternative to fire rated glass, or on a structure as an alternative to passive fire protection. The principle was applied at a Hong Kong Air Cargo Handling Facility [2] where hollow structural members were water-cooled internally to reduce maintenance requirements and cost associated with passive fire protection. The design was justified using fire engineering methodologies. A performance-based approach to fire engineering design allowed fire safety to be addressed to meet clear performance requirements rather than the traditional prescriptive approach.

Find out more at: The impact of automatic sprinklers on building design.



[1] PD 7974-7: 2003 Application of fire safety engineering principles to the design of buildings — Part 7: Probabilistic risk assessment

[2] Water-Cooled Roof Incorporating Sprinklers into the Structure: Hong Kong Air Cargo Handling Facility, Lovell, T. and Bressington, P. (2001)

--Business Sprinkler Alliance

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