pwht1
Structural
- Oct 29, 2008
- 98
Hi,
Would someone please explain how to use table 3.3 (minimum queue lengths at a car park with control points at entrances) in section 3.4?
I'm working on a carpark with 1800 carspaces and with less than 75% in-flow during a peak period (about 500 cars). The code says the first 100 cars: 3% of capacity, the second 100: 2% of capacity and additional cars: 1% of capacity. What does this mean? Should I expext a queue length which is at least 3% of 1800 = 54 cars? a 320m queue is ridiculous....
Thanks for any advice
Would someone please explain how to use table 3.3 (minimum queue lengths at a car park with control points at entrances) in section 3.4?
I'm working on a carpark with 1800 carspaces and with less than 75% in-flow during a peak period (about 500 cars). The code says the first 100 cars: 3% of capacity, the second 100: 2% of capacity and additional cars: 1% of capacity. What does this mean? Should I expext a queue length which is at least 3% of 1800 = 54 cars? a 320m queue is ridiculous....
Thanks for any advice