Intelligent ramp entrance traffic demand combined control system and method
A joint control, traffic demand technology, applied in the direction of controlling traffic signals, the arrangement of variable traffic indications, etc.
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[0128] The upstream and downstream sections have the same capacity, F 1 =F 2 =6000 vehicles / hour; the critical density is car / mile, car / mile. Upstream and downstream entrance ramp flows r 1 =2700 vehicles / hour, r 0 = 0 vehicle / hour; flow rate of upstream and downstream exit ramps s 1 =1500 vehicles / hour, s 2 =1200 vehicles / hour.
[0129] It is easy to determine the value f of the two flow parameters from the measured traffic flow data 1 =6000=F 1 , f 2 =48002 , compared with the traffic capacity of the road itself, it can be seen that the road conditions at this time conform to the third situation above, that is, the situation where the upstream demand is not feasible but the downstream demand is feasible.
[0130] After determining the condition of the road, it is determined by the density state of the road whether ramp control is required:
[0131] 1) If the density of the roads detected in real time is less than the critical density of the road section, ramp co...
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