Method for optimizing phase difference between upstream and downstream intersection on high saturation section
An optimization method technology between intersections, which is applied in the field of phase difference optimization between upstream and downstream intersections on high-saturation road sections
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Embodiment 1
[0061] Such as figure 1 , image 3 as well as Figure 4 As shown in , a phase difference optimization method between upstream and downstream intersections on high-saturation road sections includes the following steps:
[0062] Step S1: road section description and system establishment, which specifically includes the following steps:
[0063] Step S101: road segment geometric conditions and upstream and downstream phase settings, there is an adjacent intersection I a , I b , Section I a I b The length is L, the common signal period is C, all are set to three phases, and the phase sequence is that phase 1 goes straight north-south, phase 2 turns north-south to the left, and phase 3 passes east-west. Indicates intersection I a The duration of each phase, with Indicates intersection I b The duration of each phase, regardless of the yellow light time and full red time, that is Downstream Intersection I b Phase 1 Relative Upstream Intersection I a The phase differen...
Embodiment 2
[0095] This embodiment takes figure 2 Shown is that simulation section establishes simulation and verifies above-mentioned model, comprises 2 intersections (I a , I b ) and 1 section I a I b , Section I a I b The length is L, the common signal period is C, all are set to three phases, and the phase sequence is that phase 1 goes straight north-south, phase 2 turns north-south to the left, and phase 3 passes east-west. Indicates intersection I a The duration of each phase, with Indicates intersection I b The duration of each phase, regardless of the yellow light time and full red time, that is Downstream Intersection I b Phase 1 Relative Upstream Intersection I a The phase difference of the red light of phase 1 is Upstream Intersection I a Phase 1 Relative Upstream Intersection I b The red light phase difference of phase 1 can be The phase difference referred to below is the phase difference of the downlink red light Road network parameter input informati...
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