new design considerations for fire pump installations
TRANSCRIPT
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New Design Considerationsfor
Fire Pump Installations
Milosh Puchovsky, PE, FSFPE
Professor of PracticeWorcester Polytechnic Institute
Dept. of Fire Protection Engineering
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Agenda
•
Very Tall Buildings
•
Redundancy
•
Fire Pump Access• Water Supply
• Pressure Control
•
Testing & Piping Arrangements
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Should all high rise buildings be
considered the same way?
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Very Tall Buildings
What about buildings beyond the pumping
capability of the fire department?
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Very Tall Buildings
•
Not connected to a specific height.
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Very Tall Buildings
Where primary water
supply is from tanks,
how many tanksshould be provided?
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Very Tall Buildings
•
Total volume of all tanks or compartments
to be sufficient for the full fire protection
demand.•
Each individual tank or compartment to be
sized so that at least 50% of the fire
protection demand is stored with any one
compartment or tank out of service. (20:5.6.1)
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Very Tall Buildings
•
Automatic & manual refill valves sized and
arranged to independently supply the
system fire protection demand for eachwater tank or compartment. (20:5.6.1)
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Very Tall Buildings
•
Should redundant fire pumps be provided?
•
Under what conditions?
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Very Tall Buildings
Fire pumps serving zones that are partially or whollybeyond the pumping capability of the fire department
apparatus to be provided with one of the following:
(1)
A fully independent and automatic backup fire pump
unit(s) arranged so that all zones can be maintained in
full service with any one pump unit out of service.
(2) An auxiliary means that is capable of providing the fullfire protection demand and that is acceptable to the
AHJ, i.e. gravity fed standpipe systems. (20:5.6.2)
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Auxiliary Power for Pumps in
High Rise Buildings•
Where electric motors are used, and the
height of the structure is beyond the
pumping capability of the fire departmentapparatus, an alternate source of power to
be provided. (20:9.3)
•
Alternate source not required where the
following are provided: – Back up engine driven pump
– Back-up motor driven pump on independent
power source
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Terminology
On-Site Standby Generator. A facility
producing electric power on site as the
alternate supply of electric power. It differsfrom an on-site power production facility, in
that it is not constantly producing power.(20:3.35)
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Pump Room Access in High
Rise BuildingsConsiderations to be addressed with the
Fire Department (20:5.3)
–
Access directly from outside –
Locations above and below grade (protected
passageways)
– Discharge of pump equipment (packing
glands, relief valves, etc.)
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Pressure Fluctuations – Water
Supply
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Confirmation of Water Supply
•
Water flow tests to be completed not more
than 12 months prior to the submission of
working plans
•
Acceptance Testing. Unadjusted fire
pump discharge flows and pressures to
meet or exceed the system demand.
•
Comparison with shop curves still
required.
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Low Suction Throttling Devices
•
Friction loss through a low suction-
throttling valve in the fully open position
must be taken into account during design.
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System Overpressures
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System Overpressures
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System Overpressure –
Variable Speed Control
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Acceptance Testing
•
Where variable speed pressure limiting
control is employed, fire pump
performance to be tested at: churn, 25%,
50%, 75%,100%,125% and 150% of rated
pump capacity.
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Pressure Relief Valve Discharge
Back to Suction• Relief valves only
permitted to
address
abnormal
conditions.
• Dischargepermitted to be
piped back to
suction.
Concerns for diesel engine driven pumps that incorporateheat exchanger cooling for the engine.
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Flow
Meters &
Testing
Devices
Where a
installed in alooped
arrangement
for flow
testing, an
alternate
means of
measuring
flow to be
provided.
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Break Tank Sizing
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Series Fire Pump Arrangement
Should all pumps
comprising a series
fire pump installationbe located in the
same fire pump
room?
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Final Remarks
Given the same conditions, will a fire behave
differently based on it geographic location?
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Thank You