Standard for Fire Safety in Rapid Transit Systems - Singapore Civil ...
Standard for Fire Safety in Rapid Transit Systems - Singapore Civil ...
Standard for Fire Safety in Rapid Transit Systems - Singapore Civil ...
You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
TEST #2 FOR ESCAPE ROUTE 2<br />
TOTAL WALKING TIME (T = T1+T2+T3+T4+T5 )<br />
m/m<strong>in</strong> m<strong>in</strong>utes<br />
On Plat<strong>for</strong>m T1 25 m 60 0.42<br />
Plat<strong>for</strong>m to Concourse T2 5 m 15 0.33<br />
On Concourse T3 35 m 60 0.58<br />
Concourse to Grade T4 8 m 15 0.53<br />
On Grade to Safe Area T5 9 m 60 0.15<br />
2.01<br />
TOTAL EXIT TIME = T + Wp + Wf + Wc<br />
= 2.01 + 2.44 + 0.00 + 0.00<br />
= 4.45 m<strong>in</strong>utes<br />
TEST #2 FOR ESCAPE ROUTE 1<br />
TOTAL WALKING TIME (T = T1+T2+T3+T4+T5 )<br />
m/m<strong>in</strong> m<strong>in</strong>utes<br />
On Plat<strong>for</strong>m T1 25 m 60 0.42<br />
Plat<strong>for</strong>m to Concourse T2 5 m 15 0.33<br />
On Concourse T3 35 m 60 0.58<br />
Concourse to Grade T4 8 m 15 0.53<br />
On Grade to Safe Area T5 9 m 60 0.15<br />
2.01<br />
TOTAL EXIT TIME = T + Wp + Wf + Wc<br />
= 2.01 + 2.44 + 0.00 + 0.00<br />
= 4.45 m<strong>in</strong>utes<br />
TEST #1<br />
PLATFORM EXIT CAPACITY<br />
= (240 + 180) p/m<strong>in</strong><br />
= 420 p/m<strong>in</strong><br />
TIME TO CLEAR PLATFORM (W1)<br />
= Plat<strong>for</strong>m Occupant Load Plat<strong>for</strong>m Exit Capacity<br />
= 1200 persons 420 p/m<strong>in</strong><br />
= 2.86 m<strong>in</strong>utes<br />
EXIT CAPACITY<br />
Escalator 2 nos. x 1.0 m x 60 p/m/m<strong>in</strong> = 120 p/m<strong>in</strong><br />
Stair 1 no. x 2.0 m x 60 p/m/m<strong>in</strong> = 120 p/m<strong>in</strong><br />
240 p/m<strong>in</strong><br />
FLOW TIME<br />
f = Persons Capacity = 514 240 = 2.14 m<strong>in</strong>utes<br />
EXIT CAPACITY<br />
Escalator 2 nos. x 1.0 m x 60 p/m/m<strong>in</strong> = 120 p/m<strong>in</strong><br />
Stair 1 no. x 2.0 m x 60 p/m/m<strong>in</strong> = 120 p/m<strong>in</strong><br />
240 p/m<strong>in</strong><br />
FLOW TIME<br />
f = Persons Capacity = 686 240 = 2.86 m<strong>in</strong>utes<br />
WAITING TIME, Wc = (f - W1) = 2.14 - 2.86 = 0.00 m<strong>in</strong>ute<br />
WAITING TIME, Wc = (f - W1) = 2.86 - 2.86 = 0.00 m<strong>in</strong>ute<br />
ENTRANCE ESCALATORS AND STAIR<br />
ENTRANCE ESCALATORS AND STAIR<br />
EXIT CAPACITY<br />
Fare gate 8 nos. x 50 p/m<strong>in</strong> = 400 p/m<strong>in</strong><br />
E. gate 1 no. x 1.0 m x 80 p/m/m<strong>in</strong> = 80 p/m<strong>in</strong><br />
480 p/m<strong>in</strong><br />
FLOW TIME<br />
f = Persons Capacity = 514 480 = 1.07 m<strong>in</strong>utes<br />
WAITING TIME, Wf = (f - W1) = 1.07 - 2.86 = 0.00 m<strong>in</strong>ute<br />
EXIT CAPACITY<br />
Fare gate 8 nos. x 50 p/m<strong>in</strong> = 400 p/m<strong>in</strong><br />
E. gate 1 no. x 1.0 m x 80 p/m/m<strong>in</strong> = 80 p/m<strong>in</strong><br />
480 p/m<strong>in</strong><br />
FLOW TIME<br />
f = Persons Capacity = 686 480 = 1.43 m<strong>in</strong>utes<br />
WAITING TIME, Wf = (f - W1) = 1.43 - 2.86 = 0.00 m<strong>in</strong>ute<br />
<strong>Standard</strong> <strong>for</strong> <strong>Fire</strong> <strong>Safety</strong> <strong>in</strong> <strong>Rapid</strong> <strong>Transit</strong> <strong>Systems</strong> B-5<br />
CONCOURSE FARE AND EMERGENCY GATES<br />
CONCOURSE FARE AND EMERGENCY GATES<br />
* One escalator is discounted<br />
EXIT CAPACITY<br />
Escalator* 1 no. x 1.0 m x 60 p/m/m<strong>in</strong> = 60 p/m<strong>in</strong><br />
Stair 1 no. x 2.0 m x 60 p/m/m<strong>in</strong> = 120 p/m<strong>in</strong><br />
180 p/m<strong>in</strong><br />
WAITING TIME, Wp = (W1-T1) = 2.86 - 0.42 = 2.44 m<strong>in</strong>utes<br />
EXIT CAPACITY<br />
Escalator* 2 no. x 1.0 m x 60 p/m/m<strong>in</strong> = 120 p/m<strong>in</strong><br />
Stair 1 no. x 2.0 m x 60 p/m/m<strong>in</strong> = 120 p/m<strong>in</strong><br />
240 p/m<strong>in</strong><br />
WAITING TIME, Wp = (W1-T1) = 2.86 - 0.42 = 2.44 m<strong>in</strong>utes<br />
PLATFORM ESCALATORS AND STAIR<br />
PLATFORM ESCALATORS AND STAIR<br />
1200 x [ 180 ( 240 + 180 )] = 514 persons<br />
Number of evacuees us<strong>in</strong>g Escape Route 2<br />
1200 x [ 240 ( 240 + 180 )] = 686 persons<br />
Number of evacuees us<strong>in</strong>g Escape Route 1<br />
Plat<strong>for</strong>m Occupant Load = 1200 persons<br />
FIGURE B-2.2 EXITING ANALYSIS