 |
  
|
Passenger lift
traffic calculations |
|
A calculated interval
of 22.1 seconds is considered to be a good lift system by both
British standards BS5655 : Part 6: 1990 and CIBSE guide D:2000.
Therefore, to increase the car speed by 50% from 1.0 m/s to 1.5
m/s would theoretically improve the round trip time by approximately
three seconds and therefore the interval time by 1.5 seconds
as the lift(s) will only achieve full speed during the express
return to the main floor. However this "improvement"
of 1.5 seconds does not take into account the additional time
element for the increased acceleration and deceleration times
at a faster car speed. |
|
The handling capacity
is defined as the number of persons that can be transported from
the main terminal floor to the upper floors of a building during
a 5 minutes/300 seconds period of up-peak activity during which
time the demand is the heaviest. This is determined by finding
the number of lift car trips and multiplying by the average number
of passengers (80% load capacity of the lift cars) carried in
those five minutes. The value for % handling capacity is determined
by dividing the number of passengers transported within the up-peak
period by the effective building population. |
|