A Coordinated Control Method for Variable Speed Limit and Lane Change on Expressway under Vehicle-Road Coordination
A technology of expressway, vehicle-road coordination, applied in the direction of controlling traffic signals, etc., can solve the problems of traffic flow, uncontrollable, vehicles unable to change lanes smoothly, etc., to achieve the effect of improving traffic efficiency, improving traffic conditions, and reducing the risk of rear-end collision
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Embodiment 1
[0069] A coordinated control method for expressway variable speed limit and lane change under vehicle-road coordination, such as figure 1 As shown, follow the steps below:
[0070] S1: Lay out roadside unit 2. Roadside unit 2 is arranged longitudinally along the roadside. The distance between two adjacent roadside units is 50m. Divide the highway section containing the entrance ramp into several control sections, and the main lane downstream of the entrance ramp is Bottleneck area 4; roadside unit 2 receives the information of all vehicles passing through all control sections of the current main line and on-ramps (that is, communication vehicles 3 ), and sends them to the traffic control center 1 .
[0071] S11: If figure 2 As shown, the control road section has two division dimensions, that is, the division along the direction of traffic flow and the division along the width direction of the highway; l The sections of the traffic flow are numbered sequentially from the up...
Embodiment 2
[0129] Such as figure 2 As shown, there is an expressway section with an entrance ramp, and its main line is two-way six-lane (one-way three-lane). The expressway section with an entrance ramp is divided into 10 identical sections with a length of 1 km, numbered 1 to 10, which is N Equal to 10; each road segment is divided by lane, numbered 1 to 3 from the outer lane to the inner lane, that is J Equal to 3; one roadside unit is laid every 50m;
[0130] Assuming that the maximum capacity of each lane is 1800veh / h based on historical data, the maximum speed limits of lanes 1, 2, and 3 are 80, 100, and 120km / h respectively, and the critical densities are 23, 18, and 15veh / km / ln (vehicle / km / lane), namely =23 veh / km / ln, =18 veh / km / ln, =15veh / km / ln; Section 1 ( i =1) the critical density of the first lane and the road section N ( i = N ) is the same as the critical density of the first lane.
[0131] Critical density for on-ramps It is 18veh / km / ln, and the maximum ...
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