Floor Chris Campbell, PE Senior Fire Engineer Reddit.com - - PowerPoint PPT Presentation

floor
SMART_READER_LITE
LIVE PREVIEW

Floor Chris Campbell, PE Senior Fire Engineer Reddit.com - - PowerPoint PPT Presentation

The Impact of Stairwell Queues on Egress Time From a Floor Chris Campbell, PE Senior Fire Engineer Reddit.com mealsharedotorg Stairwell Queues 2 Thunderhead Engineering Stairwell Queues 3 Associated Press Stairwell Queues 4


slide-1
SLIDE 1

The Impact of Stairwell Queues on Egress Time From a Floor

Chris Campbell, PE Senior Fire Engineer

slide-2
SLIDE 2

2

Reddit.com – mealsharedotorg

Stairwell Queues

slide-3
SLIDE 3

3

Thunderhead Engineering

Stairwell Queues

slide-4
SLIDE 4

4

Associated Press

Stairwell Queues

slide-5
SLIDE 5

5

  • Estimates egress times using
  • ccupant velocities and flow

rates through egress components

  • Flow rates limited by a

maximum specific flow

  • In merging of flows, sum of

flow rates in = flow rate out

SFPE Hydraulic Model

slide-6
SLIDE 6

6

  • If queuing at the stair/floor landing occurs faster than expected, will there be an impact

to all floors above that point?

  • Taller the building, the greater the effect?
  • Do model building codes account for this with any egress requirements based on number
  • f stories/height?

Driving Questions

slide-7
SLIDE 7

7

  • IBC requires one additional exit for buildings taller than 420 feet
  • NFPA 101 allows for a reduction in egress width factors for stairs wider than 44 inches
  • NFPA 101 increases minimum stair width to 56” for stairs serving a cumulative occupant

load of 2,000 persons or more

Model Code Requirements in US

slide-8
SLIDE 8

8

  • 2 exit stairs available to all
  • ccupants
  • All occupants begin evacuation

simultaneously

  • First floor occupants not

considered

Egress Model Construction

slide-9
SLIDE 9

9

  • Simulations ranging from 2-12

stories

  • All simulations performed in

both SFPE and Steering modes

  • Exit discharge located at bottom
  • f each stairwell

Egress Model Construction

slide-10
SLIDE 10

10

  • First floor occupants not

considered

Egress Model Results

200 400 600 800 1000 2 3 4 5 6 7 8 9 10 11 12 Time (sec) Number of Stories

SFPE Mode

Total Building Egress

Max Time to Clear Floor

Mean Time to Clear Floor

slide-11
SLIDE 11

11

  • First floor occupants not

considered

Egress Model Results

200 400 600 800 1000 2 3 4 5 6 7 8 9 10 11 12 Time (sec) Number of Stories

Steering Mode

Total Building Egress Max Time to Clear Floor Mean Time to Clear Floor

slide-12
SLIDE 12

12

  • Total egress time is proportional to number of stories (as expected)
  • Mean and maximum time to clear a floor also proportional to number of stories
  • Potential solution – partial evacuation?

Conclusions

slide-13
SLIDE 13

13

  • Expand scope of modelling analysis to taller buildings and more complex floor geometry
  • Study real building evacuation data and determine if the same trend exists
  • Code development community should consider these trends in future code cycles for

requirements related to number of exits and egress width

Future Study