Smoke Control / Management
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Objective Of Smoke Control |
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The objective of a Smoke Control System is to keep the smoke
and toxic gases out of escape/egress routes. An adequate
smoke control system will help the Fire Fighters deal both
with the fire and any residue smoke |
The major authorities on Smoke Control are Underwriters Laboratory (UL), National Fire Protection Association (NFPA) 101-2000 Life Safety Code (LSC) and the Uniform Building Code (UBC). Local jurisdictions (AHJ) have the authority to make deviations and additions to these in local Codes.
Underwriters Laboratories (UL) revised standard for
Smoke Control Systems and Equipment, UL 864 UUKL 9th
edition.
The new standard requires faster response in an emergency. It
aligns the UL standard with the National Fire Protection
Standard 92A for Smoke Control.
The 2000 Life Safety Code (LSC)-National Fire Protection
Association (NFPA) 101-states in chapter 9 that the purpose of
Smoke
Control
Systems is to confine smoke to the general area of
the fire origin and to maintain the use of means of egress,
i.e. Stairwells, Corridors and other paths of egress. It
further states that
Smoke Control
Systems shall have approved
maintenance and
self
testing programs to ensure operational
integrity,
i.e. weekly UUKL Test.
The LSC and other model building codes address construction
type, corridor width and related egress requirements.
Additionally it is necessary to
identify design elements that are necessary for
Smoke
Control:
horizontal exits, vertical exits, smoke compartments and the
sealing and fire-safing of wall and floor penetrations and
corridor walls.
There are specific ways to
mechanically control smoke in certain areas of these
facilities-anesthetizing locations, smoke compartments,
smoke-proof enclosures and atriums.
NFPA 92A defines a Smoke-Control System as
"an engineered system that uses mechanical fans to produce
airflows and pressure differences across smoke barriers to limit
and direct smoke movement." Operational ways to control and
limit smoke movement include engineered smoke-control systems
and stairwell pressurization, smoke-exhaust systems, fan-system
shutdown, fire smoke damper operation and smoke-compartment exhaust/pressurization.
Smoke Control Glossary of terms
Smoke. The airborne solid and liquid particulates and gases
evolved when a material undergoes pyrolysis or combustion,
together with the quantity of air that is entrained or otherwise
Smoke Barrier. A continuous membrane, either vertical or
Smoke Compartment. A smoke compartment is a space within a
Smoke Control. A system that utilizes fans to produce pressure
differences so as to manage smoke movement.
Fire Smoke Damper. A device within the air distribution system
to
Smoke control systems. Often found in high-rise buildings,
Smoke detectors. Used to detect and prevent smoke spread by
initiating
Weekly UUKL Self-test. The weekly self-test
consists of the smoke control system automatically commanding
the
Active Fire Protection. Systems are designed to come into play only when a fire is present and require activation through a combination of sensors or mechanical means.
Smoke Management
Smoke management
is a term used to describe the methods implemented to passively or
actively control the movement of smoke within the built environment
in the interest of providing safety to occupants, fire fighters and
property. Smoke management methods include compartmentation,
dilution, pressurization, airflow and
buoyancy [Klote and Milke 1992].
CONTAM is a computer program uniquely
suited for the analysis of zoned smoke control systems, stairwell
pressurization systems, and elevator pressurization systems. Data
input includes floor plan representation, zone properties, phantom
zones, building leakage, airflow paths, air handling systems, supply
points, return points, and weather data.
CONTAM has been used to analyze
many of these smoke management techniques. It has been used to
simulate smoke movement in multizone facilities, to analyze the
performance of smoke control systems including stairwell
pressurization systems and to aid in the performance of tenability
(occupant safety) analysis. Analysis of smoke management requires
the consideration of the interaction of the many different building
characteristics and driving forces that affect smoke movement.
It is important to realize that the main strength of
CONTAM lies in
its ability to provide the analysis of different scenarios given an
established building geometry, especially when that building
geometry is fairly complex.
CONTAM is a valuable tool that can be
very useful in designing and analyzing smoke management systems. Its
use still requires the judgment of a skilled fire protection
engineer familiar with smoke management design techniques such as
outlined by Klote & Milke [1992]. It is also important that the
engineer is aware of the limitations of
CONTAM in capturing the
near-field smoke transport phenomenon such as buoyancy driven flows
due to the heat of the fire [Ferriera 1998].
The following is a brief description of the different methods that
are currently considered when designing smoke management systems.
These systems can be implemented individually or in conjunction with
one another.
Compartmentation
- Passive compartmentation refers to the use of physical barriers to
hinder the movement of smoke from the fire space into the non-fire
spaces. These barriers include walls, partitions, floors, doors and
smoke dampers.
Dilution
- Dilution of smoke typically refers to the removal of smoke from
non-fire spaces to maintain acceptable levels of gas or particulates
within the non-fire spaces. As the name implies, this method relies
on the provision of make-up air to dilute the smoke or combustion
gases that infiltrate a non-fire space as the air from that space is
exhausted.
Pressurization
- Pressurization or smoke control refers to the use of
mechanical ventilation systems (fans) to induce pressure differences
across barriers having a relatively high resistance to airflow (i.e.
small gaps) to control the movement of smoke between compartments.
Stairwell and elevator shaft pressurization and zoned smoke control
are typical implementations of the pressurization method.
Airflow
- Smoke control by airflow is very similar to the pressurization
method except that it typically refers to the flow of air through
relatively large openings. This method is typically not implemented
in buildings, but more commonly implemented for smoke control in
transportation tunnels.
Buoyancy
- Buoyancy refers to the venting of hot (buoyant) combustion gases
through fan-powered and passive vents typically located in the
ceiling of large, open spaces such as atria and covered shopping
malls.
Following are some of the above applications for which
CONTAM can be
useful in the design and analysis of smoke management systems.
Stairwell Pressurization
Stairwell pressurization systems are typically designed to maintain
the stairwell at a higher pressure than the adjacent spaces to
prevent infiltration of smoke into the stairwell. Typically, these
systems are designed to maintain this pressure difference across
closed stairwell doors, however consideration is often given to the
effects of open doors on this pressure relationship. There are
several different features of stairwell pressurization systems that
require consideration when designing and analyzing them including
leakage characteristics of walls and doors, number and location of
injection fans and compartmentation of stairwells.
CONTAM provides
the ability to analyze these features by providing a generalized
approach to defining vertical building configurations, leakage paths
and fan systems.
Stairwell shafts can be defined by creating a series of zones
located above one another interconnected with airflow paths using
the stairwell model provided by
CONTAM. Each of the stairwell zones
can then be connected to any adjacent zones using several leakage
models provided by CONTAM. These leakage models include doors,
orifices and crack descriptions. Several methods of providing
airflow to the stairwell are also available including constant
volume and mass flow airflow elements, a fan a performance curve
element, and the simple air handling unit model. A duct system can
even be implemented to distribute the air to different levels of the
stairwell.
There are several features of
CONTAM that are quite useful when
analyzing stairwell pressurization systems. The level copy feature
of CONTAM can save a lot of time when defining multiple building
levels that are very similar in layout. This feature enables the
detailed definition of a typical level that can then be duplicated
and copied above or below any existing level. Modifications to the
copied levels can then be performed as necessary. User-defined
minimum and maximum pressure (or flow) limits can be associated with
airflow paths. If the simulation results determine that these limits
are exceeded, the flow path will be flagged on the SketchPad results
display. Finally, a shaft report can be generated that shows the
pressure drop, airflow rate and direction for two selected airflow
paths on each floor of a vertical shaft in a graphical, easy to
print report format. These features can be very useful in bringing
potential areas of concern to the attention of the designer/analyst.
Zoned Smoke Control Systems
Much like stairwell pressurization systems, zoned smoke control
requires the analysis of interzonal airflows and pressure
differences. CONTAM provides the ability to establish the zonal
geometry required to analyze the pressure and airflow relationships
between smoke and non-smoke zones. The detail used to represent a
building can range from very simple representations of smoke control
zones as single-room zones to complex multi-room zones. Further,
CONTAM provides the ability to establish airflows to or from the
required zones. Again, this can range from the more simple to
complex approaches of using individual constant flow fan elements,
simple air handling systems, or establishing a complete duct system.
Having established a building geometry and air handling system,
CONTAMW can be used to investigate different fire scenarios and
smoke control strategies.
Combined Systems
Some smoke management systems implement combinations of the
previously mentioned methods. For example, stairwell pressurization
and zoned smoke control could be implemented within the same
building. This combination of smoke management methods adds a level
of complexity to the analysis of the smoke management system as a
whole due to the potential interaction that can take place between
the systems. CONTAM can be quite useful in managing this complexity
and providing insight into the interaction between systems.
Tenability Analysis
Another major aspect in the design of smoke management systems is
tenability or maintaining conditions that provide for occupant (or
equipment) safety during a fire. There are several different aspects
of tenability including temperature, toxicity of and visibility
through smoke. CONTAM can be useful in the analysis of tenability
particularly with respect to toxicity and visibility [Ferriera
1998]. The contaminant analysis features of
CONTAM can be used to
establish smoke-related contaminants from which toxicity and
visibility information can be gleaned.
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Smoke-control systems are designed to control smoke during a fire
incident in order to contain danger and allow the building to be
safely evacuated. Until recently, smoke control has been managed by
the building automation system (BAS). But the trend over the last
few years has been to shift that control to the fire-protection
system. That shift has created new fire-alarm functions and
performance requirements, of which facility managers are often
unaware.
Requirements and categories
NFPA Standards 92A and 92B cover all requirements for all types of
smoke-control applications. BAS manufacturers also produce resources
that explain the various applications. Smoke-control systems are
broken into two major categories: Dedicated and Non-Dedicated
Systems.
Dedicated systems are those that don't perform any other functions.
The fans and dampers are not used for everyday ventilation, only for
smoke-control events. These are often found in stairwells and
elevator shafts. Typically these areas are pressurized to prevent
the spread of smoke through exit passageways in the building. In
atria, these are typically used for smoke exhaust in order to
control the smoke layer.
Non-dedicated systems provide HVAC in the building every day, but
are captured by the smoke-control system in the event of a fire.
There are numerous types of non-dedicated systems, based upon the
HVAC design. For example, a building designed with single exhaust
and pressurization fans to cover multiple floors or areas is a
different type than one with fans for each floor. But the basic
principles are the same: The smoke-control system captures the fans
and dampers in the event of a fire, in order to control smoke.
The front-end of every smoke-control system is the Firefighters'
Smoke Control Station. This includes annunciation of every fan,
damper and other component of the system, typically through labeled
LEDs. It also provides manual overrides for every fan and damper to
be used by the fire department. It must be in an accessible
location.
The two major authorities on smoke control - Underwriters Laboratory
(UL) and the Uniform Building Code - require that this station
include a graphic representation of the building. This typically
includes the LEDs for annunciating device status placed over an
elevation view of the building. Inputs to the system come from the
basic fire initiating devices: smoke detectors and/or manual
stations that initiate a smoke-control sequence. These devices are
connected to the fire-alarm system.
At the other end of the system are the fans and dampers to be
controlled. These are typically connected to some portion of the
BAS. The challenge is to take the information from the initiating
devices to the fans and dampers, and process the incoming
information, either in the fire or HVAC system, to meet the
specified control methodology of turning the correct fans and
dampers on and off at the right times.
The next step is the interface that exchanges information between
the fire and BAS. There is always a requirement for positive
feedback at the smoke-control station, indicating that the specific
fan or damper has reached the intended state.
The BAS provider or the fire-protection-system provider must assume
a lead role in making the smoke-control operation work properly.
Both provide hardware for the operation; either can provide the
Firefighter's Smoke Control Station and process the logic necessary
to control devices. Usually the same company provides the station
and processes the logic.
There are two ways to get information from the fire system to the
BAS system. The first is for the fire system to monitor all inputs,
process the smoke-control logic, then operate fans and dampers
through relays that capture the device controllers. This means that
the fire system is in control. The other is for the fire system to
communicate fire events and conditions to the BAS. That system will
then process the logic that operates the proper fans and dampers.
Smoke-control strategy
At the time of new construction, the engineer for the project will
develop a smoke-control strategy for the building. This will be in
the form of a document often called a rational analysis or Smoke
Control Report. It will
include at least three key items:
Sequence of operation
- A step-by-step definition of how the fans and dampers should
operate. Typical sequences of events for different applications can
usually be found in the manufacturers' smoke-control application
guides. The engineer may also specify a sequence of operation
restoring the entire system to its normal operations after a fire
event has ended.
Detail
- An explanation of the action caused by the various fire-alarm
initiating devices. For instance, manual stations will very often
start purge or pressurization sequences in stairwells, atria, etc.
Smoke detectors may initiate a floor-by-floor sequence designed to
contain the smoke at the floor of incidence.
Feedback
- The process of providing detail about how quickly fans and dampers
should operate during a fire. This will be specified in terms of
actual operation and/or feedback at the Firefighters' Smoke Control
Station. The Uniform Building Code also includes specific time
limits for both operation and feedback. The engineer should specify
what the system should do if feedback is not received in the
allotted time.
Be aware that the system response-time element can place a large
burden on the operation of the controlling system and is often the
most difficult criteria to meet. Typically, fire-alarm systems
process alarms as a priority while smoke-control operations are
treated as status events. The process of turning on an LED to
annunciate the completion of a device's change in status is usually
at the lowest priority level in the system.
If the fire system is managing too many other functions,
smoke-control operations may not occur within the required time.
Consult the system manufacturer for recommendations on how to best
configure a system to meet the response requirements in your
facility.
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Development in the Design of Smoke Control Systems |
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The past decade has seen dramatic changes in the way smoke
control systems are designed and evaluated. As recently as
1991, building codes such as the Uniform Building Code®
(UBC),1 one of the predecessors to the
International Building Code® (IBC),2
contained only basic requirements for the design of
smoke control systems.
For both zoned smoke control systems required in places such
as high-rise buildings and large volume exhaust systems
required for atrium spaces, the 1991 UBC generally required
the provision of six air changes per hour from the zone of
fire origin, where active (mechanical) smoke control
measures were stipulated.
The 6-air-change requirement had no basis in fire dynamics
or smoke management performance, and the effectiveness of
this approach for protecting building occupants varied
widely depending on the geometry of the space being
protected. Using the 6-air-change requirement, mechanical
engineers rarely sought the expertise of fire protection
engineers with regard to the design of smoke control systems
due to the straightforward nature of the calculations
involved.
In the early 1990s, design documents came out that
dramatically increased the technical rigor applied to the
design of smoke control systems. Algebraic equations were
introduced to calculate pressure differentials required to
contain smoke in a zoned system and to quantify the amount
of smoke produced for fires in large spaces. NFPA 92A3
was first issued as a design guide in 1988 and covered
the design of pressurization smoke control systems. NFPA 92B4
was first issued also as a design guide in 1991 and
covered the design of exhaust-type systems predicated on
maintaining a smoke layer interface at a specified height in
a large-volume space.
The 1994 edition of the UBC was the first building code to
mandate calculation methods consistent with the NFPA guides
for the purpose of the design of smoke control systems. Due
to the increased complexity and expertise associated with
smoke control system designs, from this point forward fire
protection engineers often became involved in projects
requiring smoke control systems.
The seminal ASHRAE text Design of Smoke Management
Systems5 was authored by Dr. John Klote and
Dr. Jim Milke, and was published in 1992. The ASHRAE text
went even further than the NFPA design guides in exploring
issues such as elevator smoke control, smoke tenability
(temperature, toxicity, visibility) and the use of computer
models for the evaluation of smoke control systems. The book
pulled together in one place the existing technical
knowledge with regard to smoke movement and control in
buildings, and became a design text widely used by fire
protection engineers.
The mid- to late-1990s saw an increase in the use of
computer models for designing smoke control systems. Zone
models such as ASET6 and CFAST7 were
used to calculate smoke filling and smoke exhaust
requirements for atrium spaces, but conservative assumptions
often had to be used to approximate complex geometries.
The building air flow model
CONTAM8 became widely
used to calculate pressurization smoke control systems, as
it became recognized that complex systems incorporating
multiple elements such as stair pressurization systems and
corridor/floor pressurization were also affected by wind and
stack effects impacting tall buildings.
The development of the computational fluid dynamics model
Fire Dynamics Simulator (FDS)9 in the early part
of this decade presented a powerful tool for use in
designing atrium smoke control systems, and allowed for
quantification of smoke conditions throughout an atrium
space, even for the most complex atrium geometries. With the
recognition in the 2005 revision to NFPA 92B10 of
smoke control systems designed to maintain minimum smoke
tenability levels, rather than a prescribed smoke layer
interface height, the use of
FDS to analyze these types of
systems became not only desirable, but in many cases
necessary. The prevalence of atrium smoke control systems
based on the use of
FDS simulations to substantiate the
design has seen a widespread increase over the past three to
five years.
In 2008, the number of zoned smoke control systems required
in the U.S. is declining, as the most recent editions of the
IBC2 removed the requirement for zoned smoke
control beyond providing stair pressurization in high-rise
buildings. High-rise smoke control systems remain required
only by local amendments to the code in states such as
California and Florida, and local jurisdictions such as Las
Vegas. In contrast, the number of atrium smoke control
systems being specified is on the rise, as architects
continue to push the bounds of building design by
incorporating these unique spaces.
Increased use of
FDS as a design tool, along with advances
to the model interface making it easier for practicing
engineers to use, make it incumbent on fire protection
engineers to understand the limitations of the model and to
appreciate the impact that design choices such as design
fire, fuel properties (e.g., soot yield), visibility
parameters and critical tenability limits have on the
design. When designing systems predicated on the exposure of
building occupants to smoke, it is important that the
designer incorporate sufficient conservatism to adequately
protect building occupants. The task of better defining
minimum tenability requirements for use in designing smoke
control systems represents probably the foremost challenge
faced by fire protection engineers who design these systems
as the profession moves forward into the next decade.
Michael J. Ferreira, P.E., Hughes Associates. |
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Smoke Control by Pressurization |
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Basic Principles |
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Fire induces forces create pressure differences across
doors etc, which allow smoke flow through any gaps
present. By altering these pressure differences we can
control the movement of smoke.
a-
Airflow
can control smoke movement if average velocity is of
sufficient magnitude. (Large gaps, open doors etc.)
b-
A pressure difference across a barrier can act to
control smoke movement. (Closed door etc. |
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Supply Air Parameters |
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Two parameters is important=(Air velocity through open
doors)*(number of open doors) |
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Air velocity through open doors between 0,75 m/sec and
2,0 m/sec |
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Number of open doors is generally 2 doors
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WHY PRESSURIZATION
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Objective Of Smoke Control |
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The objective of smoke control system is to keep the
smoke and toxic gases out of escape routes. An adequate
smoke control system will help the fire fighters deal
both with the fire and any residue smoke |
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Smoke Ventilations |
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In large open spaced buildings, parking garages, shopping
centers/malls, exhibitions halls, Airports etc. usual
method of smoke control is by ventilation ,extracting
the smoke from areas. |
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Pressurizations |
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It is possible to hold back smoke by simply supplying
clean air into the escape routes, thereby developing
excess or positive pressure in the spaces requiring
protection. |
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Air Requirements |
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Having established the pressure level required to hold
back the smoke ,the air volume to be supplied to escape
route to develop this pressure can be calculated by the
formula |
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Q=0.827*Ae*P**(1/n) |
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Q=the volume of air required (m3/sec) |
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Ae=Leakage area from space (m2) |
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P=Pressure differential (Pa) |
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n=Leakage factor |
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n ; for large leakage areas doors n=2 for small leakage
areas windows cracks n=1.6 |
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Atrium Smoke Control
The most critical of all the technical issues to be
solved in a successful atrium design is Life Safety
because atrium buildings break with orthodox concepts of
Safety. Life Safety design for any building is
difficult. It involves more than a provision for
emergency egress, it requires attention to who will be
using the building and what they will be doing.
Consideration must be given to communication, the
protection of escape routes, and temporary areas of
refuge allowing reasonable time for the building
occupants to reach safety.
Because of its critical nature both NFPA 101 "The Life
Safety Code" and The International Building Code have
extensive code provisions for Atriums. Since the code
provisions are extensive we will not recite them here
but refer any design team to an exhaustive review of the
requirements. Both NFPA and the IBC give significant
explanatory material to atriums in their Life Safety
Code Handbook and IBC commentary respectively. While
similar they are not identical. A significant difference
is that the IBC is prescriptive and arbitrarily limits
the number of floors that maybe open to the atrium to
three, where the Life Safety Code is more performance
oriented and will allow the number of floors open to the
atriums without enclosure be based upon the results of
the required engineering analysis.
One of the basic premises of atrium requirements is that
an engineered smoke control system combined with an
automatic fire sprinkler system that is properly
supervised provide an adequate alternative to the fire
resistance rating of a shaft enclosure. It is also
recognized that some form of boundary is required to
assist the smoke control system in containing smoke to
just the atrium area.
Both the Life Safety Code and IBC require that the
atrium space be separated from adjacent areas by fire
barriers having a fire rating of 1 hour or equivalent.
Both codes accept adjacent spaces to be separated by
properly constructed glass walls where automatic
sprinklers have been installed to protect the glass. The
sprinklers are to be located so as to wet the entire
surface of the glass.
The development of most code provisions has largely been
a response to specific fires and the desire to prevent
recurrences. For example, in recent times many present
code provisions were responses to the Coconut Grove
Night Club fire, the Chicago school fire, and the MGM
Grand fire. Conventional doctrine dictates that to
achieve Fire and Life Safety that fires must be kept as
small as possible and the effect of fire limited to as
small an area as possible. This philosophy has resulted
in conventional building configurations employing
compartmentalized construction of fire rated floors and
fire rated walls.
While atrium design breaks with conventional building
configurations Fire / Life Safety in atrium buildings is
comprised of the same three elements as in conventional
buildings—means of escape, smoke control, and fire
control. Means of escape, emergency egress is a
fundamental plan issue and must be integral with the
circulation concept of the building. Emergency egress
must be incorporated from day one. Smoke control
strategies are also fundamental and must be part of the
initial ventilation concepts. Fire control and fire
fighting provisions must also be integrated in to the
original concepts.
The basic concept of means of egress planning is that
occupants can move away from a fire and reach a
protected means of egress by their own unaided efforts.
This route must remain tenable throughout the evacuation
process. A complicating element that must be addressed
is that in an emergency people tend to use the route
they are familiar with. Occupants of office buildings
can be trained by fire drills but visitors will only
know the way they came in. Means of egress protected
exit stairs should be on familiar routes and in
intuitive locations and signed very clearly. Mean of
egress should not be unduly exposed to potential
hazards. (Refer NFPA 101) The Life Safety Code being
more performance based requires that an engineering
analysis be performed to demonstrate that smoke will be
managed for the time needed to evacuate the building. To
accomplish this, the analysis must prove that the smoke
layer interface will be maintained above the highest
unprotected opening to adjacent spaces, or 72" above the
highest floor level of exit access open to the atrium
for a time equal to 1.5 times the calculated egress time
or 20 minutes, whichever is greater. For a
protect-in-place occupancy, such as Healthcare, the
evacuation time is considered to be infinite, which
means that the smoke control performance criteria must
be maintained indefinitely.
The fire record has shown that smoke is the primary
threat to life from fire in buildings. Smoke is the most
rapidly developed threat. Proper smoke control in an
atrium building is an absolute must. Smoke control
systems that are integral to the buildings ventilation
systems are preferred over stand alone systems. Integral
systems are more reliable because their components are
constantly being monitored and maintained. (Refer NFPA
92B Guide for Smoke Management Systems in Malls, Atria,
and large areas.) NFPA 92B, quantifies the physics
associated with atrium smoke control and presents
methodologies for system design in an understandable and
useful format. The guidelines of NFPA 92B allow the
system designer to design a system and prepare
associated documentation to access for adequacy in
meeting the performance criteria.
The basic nature of fire and smoke must be well
understood by the design team in order to incorporate
smoke control in to the physical configuration of the
atrium from the earliest schematic designs. Well
designed smoke control cannot be added to a design, it
must be integral to the design.
Effective smoke control depends upon rapid control of
fire size to limit smoke quantities to manageable
volumes. Fundamental to effective smoke / fire control
is early detection and suppression. Smoke and or fire
detection systems must be designed to identify and
locate a fire early in its development. The fire
prevention and smoke removal strategies for the atrium
will vary dependent on the location of the fire and the
configuration of the atrium.
Large volumes and high ceilings significantly complicate
and possibly delay early smoke and heat detection.
Systems that can detect the smoke near the occupied
floor levels and close to the potential fire sources are
best. Smoke detectors should be placed in ceilings in
spaces surrounding the atrium but located within the
atrium enclosure. These include balconies, seating
alcoves, corridors, lobbies, and other spaces that have
typical ceiling heights. To detect smoke in the high
ceiling area, detectors should be located near the
atrium floor to detect smoke prior to rising and
potentially dissipating in the large volume. If the
space is tall enough, smoke will cool and begin to
descend back to the floor level, without reaching the
upper ceiling level. Beam detectors are one potential
solution to detecting smoke at lower levels of the
atrium. If used, the location of beam detectors
transmitters and receivers must be carefully chosen to
allow the proper coverage, and to allow easy access for
adjustment, testing, and periodic maintenance. Smoke and
or heat detectors should also always be placed at the
highest ceiling level as a precaution in case the other
detection systems did not activate. The figure below in
a highly simplified form represents many of the items
that must be considered in the smoke control system in
an atrium.
Example of an atria air flow.
Early suppression of a fire is essential to effectively
limit the amount of smoke to manageable levels.
Automatic sprinklers are the most effective means of
fire suppression appropriate to atriums. The fundamental
nature of atria presents challenges to the effective use
of automatic sprinklers. In atriums with high ceiling
heights, typical sprinkler designs provide marginal fire
extinguishing capabilities and may actually be
detrimental to the smoke removal system. Water from
sprinkler heads located greater than 75 feet above the
fire source may break up into a fine mist and evaporate
before reaching the fire source. The evaporation of
sprinkler water may cool the smoke and reduce the
effectiveness of smoke removal systems, which were
designed to pull the smoke from the top of the
enclosure.
A qualified life safety consultant or fire protection
engineer (FPE) involved early in the atrium design is
the best source of potential fire detection and
prevention system selection options. The FPE is
knowledgeable in all of the atrium code issues. The
codes and standards that address smoke control systems
for atria are based on similar research and fundamental
fire size and smoke generation models. ASHRAE 1999
Applications, Chapter 51 provides a broad design basis
for smoke management that provides general directions to
the designer. NFPA 92 is more specific and provides a
set of calculations that can be performed by the FPE to
determine the quantity of exhaust necessary to evacuate
the smoke generated by the largest anticipated fire
size. The calculations cannot anticipate all of the
aspects that are unique to the atrium under design, and
therefore should only be used for the most simple of
atrium configurations. For all atria, and especially
complex or tall atria, a qualified life safety
consultant should be employed to assist in determining
the smoke control system parameters. Currently the most
comprehensive method of determining complex smoke
management criteria is with computer fire modeling.
(Reference ASHRAE 1999 Applications, Chapter 51.12) In
many instances the results of the computer modeling will
result in lower exhaust quantities being required, and
therefore lowering initial project costs. The model
allows multiple fire origins to be evaluated, and the
resulting smoke removal system needs to be adequate for
all anticipated fire origin location.
Computer modeling and visualization are important tools
for understanding the processes of fire behavior. Fire
models range in complexity from simple correlations for
predicting quantities such as flame heights or flow
velocities to moderately complex zone fire models for
predicting time-dependent smoke layer temperatures and
heights. Zone fire models' calculations can run on
today's computers within minutes because they solve only
four differential equations per room. Zone models
approximate the entire upper layer with just one
temperature. This approximation works remarkably well
but breaks down for complicated flows or geometries. For
such cases, computational fluid dynamics (CFD)
techniques are required.
Even when the actual exhaust quantities were determined by use of a computer fire model, smoke management systems shall be designed in adherence to all other requirements of NFPA 92. Requirements such as the use of direct drive equipment in lieu of belt drive, protection of control wiring, emergency power, and the design and installation of a fireman's control panel to allow manual operation of the smoke removal equipment is mandatory. (Reference NFPA 92)
NIST Evaluates Firefighting Tactics in High-Rise Test
March 28, 2008 // Published as a news service
by IHS
National Institute of Standards and Technology
(NIST) fire protection engineers turned an abandoned New York City
brick high-rise into a seven-story fire laboratory to better
understand the fast-moving spread of wind-driven flames, smoke and
toxic gases through corridors and stairways of burning buildings.
RELATED CONTENT
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Standards & Codes Collections
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& Construction Standards & Codes
The experiments on Governors Island, conducted in
partnership with the Fire Department of New York City (FDNY) and New
York's Polytechnic University, examined the effectiveness of
firefighting tactics, such as the use of positive pressure
ventilation fans, wind control devices and hose streams to control
or suppress deadly heat and smoke from the wind-driven fires.
Between 1985 and
2002, 1,600 civilians died and more than 20,000 people were injured
in approximately 385,000 high-rise building fires in the U.S.,
according to the
National Fire Protection Association (NFPA).
Due to temperature differences between the
outside and inside of a building on fire, open doors and broken
windows far from the actual site of the fire can dramatically
increase the movement of hot gases and smoke.
Wind-driven flames, heat and smoke with
temperatures exceeding 1500 F can speed across entire floors and
around corridors without warning. Smoke and heat entering stairwells
often can block the evacuation of occupants and can hinder
firefighting operations, experts said.
To develop an understanding of the wind-driven
fires and measure the impact of the firefighting tactics, NIST
researchers placed cameras, as well as temperature and pressure
sensors throughout the building. From a safe ground floor monitoring
post, the researchers monitored the progress of intentionally set
fires raging through the apartments and public corridors. They
recorded the effects of opening or closing doors and windows, both
near and far from the blaze.
Positive pressure ventilation fans, prototype
wind control devices and prototype high-rise fire suppression
nozzles, which were developed by FDNY, all had a positive impact on
controlling the effects of wind-driven fires.
Research findings from the Governors Island
experiments are expected to help improve fire service guidelines for
combating high-rise fires, as well as enhance firefighter safety,
fire ground operations and use of equipment. NIST expects to issue a
report on the high-rise experiments by November 2008.
The U.S. Department of Homeland Security's (DHS)
Federal Emergency Management Agency (FEMA) funded the Governors
Island tests under its Assistance to Firefighters grant program.
Source:
National Institute of Standards and Technology (NIST).
Documents
An
overview of Smoke Control Research
Smoke Movement in a Building via Elevator Shafts
Computer Program for the Analysis of Smoke Control Systems
References
1.
Uniform Building Code®,
International Conference of Building Officials, Whittier,
CA, 1991.
2.
International Building Code®,
International Code Council, Washington, DC, 2006.
4.
NFPA 92A, Recommended Practice for Smoke Control Systems,
National Fire Protection Association, Quincy, MA, 1988.
5.
NFPA 92B, Guide for Smoke Management Systems in Malls,
Atria, and Large Areas, National Fire Protection
Association, Quincy, MA, 1991.
6.
Klote, J., and Milke, J., Design of Smoke Management
Systems, American Society of Heating, Refrigerating and
Air-Conditioning Engineers, Atlanta, 1992.
7.
Walton, D., "ASET-B: A Room Fire Program for Personal
Computers," NBSIR 85-3144-1, National Bureau of Standards,
Gaithersburg, MD, 1985.
8.
Peacock, R., et al, "CFAST: The Consolidated Model of Fire
Growth and Smoke Transport," NISTTN 1299, National Institute
of Standards and Technology, Gaithersburg, MD, 1993.
9.
Walton, G., and Emmerich, S., "CONTAM93: A Multizone Airflow
and Contaminant Dispersal Model With a Graphic User
Interface," National Institute of Standards and Technology, Gaithersburg, MD, 1994.
10.
McGrattan, K., and Forney, G., "Fire Dynamics Simulator:
User's Manual," NISTIR 6469, National Institute of Standards
and Technology, Gaithersburg, MD, 2000.
11.
NFPA 92B, Standard for Smoke Management Systems in Malls,
Atria, and Large Areas, National Fire Protection
Association, Quincy, MA, 2005.
