Lane distribution method for single-point signalized intersection
An allocation method and intersection technology, applied in traffic control systems, road vehicle traffic control systems, instruments, etc., can solve problems such as differences in traffic demand and neglect of lane effects, so as to improve traffic capacity, reduce solution dimensions, and ease traffic The effect of congestion
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[0103] The intersection in this example is as image 3 As shown, road sections 1 and 3 have 4 lanes respectively, and the form of pedestrian crossing is one-time crossing; road sections 2 and 4 have 6 lanes respectively, and pedestrians need to cross the street twice, so a central parking area is set.
[0104] Minimum pedestrian green time g i,-1 and g i,-2 Both are 5s, the average pedestrian crossing time for each lane is 3s, and the minimum green light time for motor vehicles is g i,j is 5s, and the minimum and maximum cycle durations are 40s and 120s respectively. Empty times between groups of incompatible signals such as Figure 4 shown.
[0105] The saturation flow rates of the roadside and non-roadside through lanes are respectively 1965pcu / h / lane and 2105pcu / h / lane, the turning radius of the intersection is 12m, and the maximum acceptable saturation for all lanes is 90%. Observed Average Traffic Demand As shown in Table 1 below.
[0106] The average traffic dema...
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