Rank: New forum user
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Hi.
I'm working on a project which involves estimating crowd flow. I'm not the fire officer but would like to be able to understand the numbers involved. A friend of mine who works in Health and Safety suggested that I should post my problem here. All assistance hugely appreciated, because I'm a complete layman when it comes to this stuff.
The project involves an egress route from a building with a very large crowd capacity. The route has an effective width of 12.5m which, according the crowd flow calculations (Effective width * 109 * 8 minutes) adds up to an exit route capacity of 10,900 persons.
That part I understand. This is where I start to get lost.
The end of the exit route widens to a width of 15.5m, which should increase the rate of crowd flow. However, there are two large metal barriers, each 2.5m in width, placed in that 15m space.
To demonstrate:
|---1.5m---BARRIER------------7.5m--------------BARRIER---1.5m---|
As stated, each barrier measures 2.5m in width. The gap between the barriers measures 7.5m.
The gap between the barriers to the outside wall on each side is 1.5m. Since 1.5m is only enough space to accommodate two unit widths (.55m), then am I also correct in stating that the effective width is only 1.1m?
Using the same crowd flow calculations:
- taking 7.5m+1.5m+1.5m as the "effective route width"
(10.5*109*8) = 9156 persons
- taking 7.5m+1.1m+1.1m as the "effective route width"
(9.7*109*8) = 8458.4 persons
- taking 7.5m as the "effective route width"
(7.5*109*8) = 6540 persons
In any of the above scenarios, the route simply cannot handle 10,900 persons.
So, as somebody who is inexperienced in this field, can anybody tell me what I'm missing?
And, if I'm actually correct in principle, how would one even begin to calculate the effect of the smaller exit width on crowd backlog?
p.s. sorry for the terrible formatting - don't know how to lay it out nicely
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Rank: Super forum user
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Design flowrate for sports grounds/ stadia and similar is 1.82 persons per metre per second (109 people per metre per minute).
You have 10.5 metres available at your described exit: design flow rateof 1,144.5 persons per minute.
Time taken for 10900 people to pass through exit is 9.5 minutes.
However, there will be an effect whereby the crowd will bunch and attempt to pass through the widest point and you will not get even distribution at the narrower exits and so I would suggest your time to exit would be T plus 50-100%. 14-19 minutes.
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Rank: New forum user
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bleve wrote:Design flowrate for sports grounds/ stadia and similar is 1.82 persons per metre per second (109 people per metre per minute).
You have 10.5 metres available at your described exit: design flow rateof 1,144.5 persons per minute.
Time taken for 10900 people to pass through exit is 9.5 minutes.
However, there will be an effect whereby the crowd will bunch and attempt to pass through the widest point and you will not get even distribution at the narrower exits and so I would suggest your time to exit would be T plus 50-100%. 14-19 minutes. Thanks very much for your reply.
Just so I've got this right, you're saying that although some people would indeed go through the outside channels, the bottleneck created by the barriers would cause the crowd as a whole would bunch.
Based on the lower side of your range for a crowd of 10900 to pass through, i.e. 14 minutes (t+50%), is it possible to estimate how many people such an exit route could handle in 8 minutes?
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Rank: Super forum user
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Greenlake
Also as you can see you have imposed a time limit of 8 minutes to pass through the exit. This cannot be achieved in the current design.
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Rank: New forum user
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bleve wrote:Greenlake
Also as you can see you have imposed a time limit of 8 minutes to pass through the exit. This cannot be achieved in the current design. Yes. This 8 minutes limit is a requirement and is not a variable.
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Rank: Super forum user
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Design flowrate is typically 1.82 persons per m per second.
However, in the scenario described and under emergency conditions then we can assume a degree of funnel flow under crowd pressure. In such a case flow rate will be circa 1.37 persons per/m/sec (82.2 per m/minute).
In the case of your exit of 10.5 metres, this would accommodate 863.1 persons per minute and would require a time of 12.6 minutes to achieve an evacuation.
The exit can accommodate circa 6904.8 people within a time period of 8 minutes.
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Rank: Super forum user
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greenlake,
In the design and situation under consideration, Using BS EN 13200 and the Green Guide. I would reduce design flowrate to 1.37 persons per metre per second and thereafter, it may be prudent to look at this as a simple mass balance:
Exit with into area at 12.5 metres gives 1027.5 people entering per minute or (8220 people over 8 minutes).
Exit through 10.5 metre exit gives 863.1 people leaving per minute or (6904.8 people over 8 minutes).
People remaining is 164.4 per minute or (1315.2 over the 8 minutes).
I am sure that you can carry out a similar mass balance based on 10,900 people entering the area.
I believe that the design flow of 1.82 persons per second should not have been applied to either of the exits in question but regardless, I would look at the risk to people leaving the stadium upstream of the 12.5 metre exit from the products of fire. It is important to consider, did the design provide engineering control of smoke etc?
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Rank: Super forum user
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Greenlake,
If you assume that the holding area in question is 15 * 30 metres (450 m2) then the build up of people within the area over the 8 minutes equates to 2.9 people per square metre. This would effectively bring the through put via the 12.5 metre feeding exit to a halt.
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Rank: New forum user
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bleve,
many thanks for your informative replies. They are of huge assistance.
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Rank: Super forum user
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The Ergonomics Society and Doctors of Human Factors are also experts in this field and fire specialists etc get much of their expert advice from such people/areas so I advise evaluating your personal current position and if you need support then contact appropriate experts
I advise that you do not act as the designer nor expert unless you are competent to do so as any comeback [even in years to come] will land at your feet and unless BSEN and similar are definitely seen as quasi law then they are guides only [noting that many blindly follow such guides as it saves them making any decisions]
Not being to up to date I advise that disability and other such vulnerable persons are also fully accounted for noting that the original flow rates were based on fit, healthy, organised and disciplined firemen passing quickly through an opening in an orderly fashion to set a benchmark - Not really representative nor, I am lead to believe, undertaken in an experimental condition. However it was a better system than anything they had before!
Best of luck and some of the postings here provide v-good info
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Rank: Super forum user
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Bob
I could be very disingenuous but I will resist.
By your own admission you do not have a clue as to what you are on about so why post?
In addition, some of us namely me are experts on this field.
As regards the building in question, I am intimately aware if the design and construction of same.
Lastly, the post was put forward by an investigative journalist looking at the evacuation and crowd safety aspect of the design and modifications to the structure. My own opinion is that your response does little to present iosh in a good light. I would suggest that unlessyou know what you are talking about, that you refrain from demonstating your lack of knowledge
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Rank: Super forum user
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Bleve
thanks for posting and showing that all posters are nice people
I believe that my info and advise was very reasonable as such experts I quoted are experts in human movement and comments about how the origional flow rates were calculated [~ 100 years ago now] are correct. All I did was offer the 'poster' some more avenues to seek advice from and I also noted that the postings were v-good
Whilst I admit I am some what out of date; I suggested that a range experts are needed / available to get helpfrom
I shall note that one of my roles many years ago involved solutions to human movement in critical conditions inclusive of the nuclear, undersea [yes under the sea!] on/above the sea surface and underground train services where we always used a team [inclusive of fire officers, ergonomists etc] to create the safety cases needed
I did not know the status of the person asking the question as if I did I probably would not have supported the question - Regards
Regards
Thanks for your comments
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