Self-adaptive algorithm for intersection signal lamp duration control
A self-adaptive algorithm and intersection technology, applied in the control of traffic signals and other directions, can solve the problems of increased work intensity, inflexibility, and balanced passage of vehicles on difficult roads, and achieve the effect of improving traffic efficiency and rational distribution.
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Embodiment 1
[0100] Example 1: Such as figure 1 , 2 As shown, an adaptive algorithm for controlling the duration of traffic lights at intersections includes the following steps:
[0101] Step 1: Re-adjust the duration of the east-west and north-south directions while ensuring that the sum of the east-west and north-south durations of the intersection remains unchanged, including the following two situations:
[0102] (1) If the absolute value of the efficiency difference between the two directions is less than d%, do not adjust and proceed directly to step 2;
[0103] (2) If the absolute value of the efficiency difference between the two directions is greater than or equal to d%, make adjustments: the duration of the side with the higher traffic efficiency value decreases, and the duration of the side with the lower traffic efficiency value increases; On the basis of adjusting the fixed duration in the north-south direction, according to the previous adjustment interval m, the original allocatio...
Embodiment 2
[0184] Example 2: Set the north-south and east-west directions of the intersection, the current fixed time length is Tn=60, Te=60s, and the straight travel time (south-north, east-west) in an adjusted interval of m in each direction is Ts=40s, (south-north, East-west) Turn left time is Tl=20s; and set that all the following traffic efficiency values are statistics within m=30 minutes, the efficiency difference comparison value d%=10%, η_n=40%, η_e=35%; north-south direction : Η_s=40%, η_l=36%; east-west direction: η_s=45%, η_l=40%; at this time
[0185] |η_n-η_e| <10%; north-south direction: |η_s-η_l| <10%; east-west direction: |η_s-η_l| <10%
[0186] Therefore, the fixed duration in all directions will not be adjusted
[0187] among them:
[0188] η_n: the traffic efficiency value in the north-south direction calculated during the last adjustment interval m
[0189] η_e: the traffic efficiency value in the east-west direction calculated during the last adjustment interval m
[0190]...
Embodiment 3
[0192] Example 3: Set the north-south and east-west directions of the intersection, the current fixed time length is Tn=60, Te=60s, the straight travel time for an adjusted interval of m in each direction is Ts=Ts_old=40s, that is, the left turn time is Tl =Tl_old=20s; and set that all the following traffic efficiency values are calculated within m=30 minutes, the efficiency difference comparison value d%=10%, η_n=40%, η_e=35%; north-south direction: η_s=33% , Η_l=50%; east-west direction: η_s=50%, η_l=33%; at this time |η_ n -η_ e | s -η_ l |> 10%; east-west direction: |η_ s -η_ l |> 10%;
[0193] Therefore, no adjustments will be made in the east-west and north-south directions;
[0194] The process of adjusting the length of straight and left turns in the north-south direction is as follows:
[0195] Now η_s <η_l,
[0196]
[0197] T s_new = T s_old +ΔTs=40+2=42s
[0198] T l_new = T l_old -ΔTs=20-2=18s
[0199] Where:
[0200] ΔTs: the time to readjust when going straight and t...
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