WATER FOR FIRE PROTECTION (Chapter 26) - PowerPoint PPT Presentation

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WATER FOR FIRE PROTECTION (Chapter 26)

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... WATER FOR FIRE PROTECTION DESIGN OF SPRINKLER SYSTEMS (Additional information) Sprinkler head sizes (Additional information) WATER FOR FIRE PROTECTION ... – PowerPoint PPT presentation

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Title: WATER FOR FIRE PROTECTION (Chapter 26)


1
WATER FOR FIRE PROTECTION (Chapter 26)
  • Basic factors of fire
  • Rapid oxidation of combustible materials
  • A combination of oxygen, fuel, and heat is
    required to start a fire.
  • Classification of fire hazards
  • Classification of occupancy hazards

2
WATER FOR FIRE PROTECTION (Additional information)
  • Objectives in fire safety
  • Protection of life
  • Evacuation of people the time interval between
    detection of fire and arrival of fire fighters.
  • Providing adequate number of fire exits and
    clearly defined access (i.e. corridors, hallways,
    etc.) to exits.
  • Absolute minimum width of an exit access is 28".
  • In order to accommodate adults using various
    walking aids, corridors should be at least 36"
    wide.
  • The standard unit of exit width computation is
    22" (i.e. 22" 1 exit unit).
  • Exit Width Units Floor area of the building in
    sq. ft./(occupant density in sq. ft./person)
    (Capacity per unit of exit width)

3
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5
WATER FOR FIRE PROTECTION (Additional information)
  • Minimum exit requirements
  • Basement 2
  • Every building floor 2
  • Building with 50 occupants or more 2
  • Building with 500 occupants or more 3
  • Building with 1,000 occupants or more 4
  • Maximum distance of a fire exit from any part of
    the building
  • 100 to 200 ft. for unspriklered spaces
  • 150 to 300 ft. for sprinklered spaces.
  • Protection of property
  • Continuity of operation

6
WATER FOR FIRE PROTECTION
  • Methods for fire detection
  • Methods of fire control
  • Standpipe systems
  • Automatic sprinkler systems
  • Piping design
  • Hydraulic method Hazen-Williamson formula
  • Use of piping schedule
  • Flow rate of sprinklers
  • Sprinklers on a branch line
  • Protection area per sprinkler
  • Maximum spacing between sprinklers

7
DESIGN OF SPRINKLER SYSTEMS (Additional
information)
  • Residual pressure of the sprinkler system
  • pressure remaining in a system while water is
    being discharged from the outlets
  • sprinkler systems are usually designed for a
    maximum working pressure of 175 psi.
  • Density of Water Flow (D)
  • required water flow from a sprinkler in gallons
    per square foot of area of operation
  • Light hazard 0.07 to 0.1 gpm/sq.ft.
  • Ordinary hazard 0.1 to 0.2 gpm/sq.ft.
  • Extra hazard 0.2 to 0.4 gpm/sq.ft.
  • Size of sprinklers
  • Find required flow rate (in gpm) of a sprinkler
    (Density of water flow Maximum coverage)
  • Find out k-factor to determine the size of the
    sprinklers
  • Q K ?p, where Q flow rate in GPM, K flow
    constant of sprinklers, p residual pressure in
    psi
  • Determine the size of the piping system
  • Use the method for sizing water supply pipes
    (either pipe sizing formula or piping schedule)

8
Sprinkler head sizes (Additional information)
9
WATER FOR FIRE PROTECTION (Additional information)
  • Water demand for fire suppression
  • Area of Sprinkler Operation (ASOP)
  • Only a small part of the sprinkler systems need
    to be operated during the early stage of fire.
    Codes, therefore, require only a small area of
    the building to be calculated for simultaneous
    flow demand. This area, called the area of
    sprinkler operation (ASOP), for different hazard
    classifications is as follows
  • Light 1500 - 3000 sq. ft.
  • Ordinary 1500 - 4000 sq. ft.
  • Extra 2500 - 5000 sq. ft.

10
WATER FOR FIRE PROTECTION (Additional information)
  • Density of Water Flow (D)
  • required water flow from a sprinkler in gallons
    per square foot of area of operation
  • Light hazard 0.07 to 0.1 gpm/sq.ft.
  • Ordinary hazard 0.1 to 0.2 gpm/sq.ft.
  • Extra hazard 0.2 to 0.4 gpm/sq.ft.
  •  Hose Stream Demand (HSD)
  • water demand of hoses, both inside and outside
  • Light hazard 100 gpm
  • Ordinary hazard 250 gpm
  • Extra hazard 500 gpm
  • Overage Factor (OVF)
  • Usually 1.1
  • Total Water Demand in gpm ASOP D OVF HSD

11
Other methods of fire suppression
  • Carbon dioxide
  • Dry chemicals
  • Foam systems
  • Halogenated agents
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