Assumptions:
1. All cars are approximately the same length (average = 4.2m).
In dense, uniform traffic flow, all cars maintain the same “safe distance” apart.
This “safe distance” is the stopping distance required for a car travelling at V km/h. This distance is composed of two parts –
Reaction Distance, the distance the car travels as the driver reacts to the situation and applies the brake, and Braking Distance, the distance the car travels once the brake has been applied.
The “safe distance” can be reliably obtained from the table given on the next page based on the Ministry of Transportation Code used in England.
Number of cars/second=(m/second)/(m/car)
Show how the formula for traffic flow was developed. Include in your response any assumptions and their associated effects.
Velocity (Km/h) RD m BD m
10 1.905 0.600
20 3.810 2.400
30 5.715 5.400
40 7.620 9.600
50 9.525 15.000
60 11.430 21.600
70 13.335 29.400
80 15.240 38.400
90 17.145 48.600
100 19.050 60.000