Traffic signal setting method for elimination of cross signal intersection left-turn phase
A technology for traffic signals and intersections, which is applied in the field of traffic signal setting to eliminate the left-turn phase of a cross signal intersection, so as to solve the hidden safety hazards of the intersection, reduce the number of signal phases and the loss time of signal conversion, and improve the traffic efficiency.
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Embodiment 1
[0056] Step 1: The traffic organization form of left-turn traffic flow at the intersection should be set as follows.
[0057] Vehicles that turn left at the south and north entrances enter the signal-controlled intersection and turn left by turning right and then going straight. figure 1 Streamline 1-streamline 1, streamline 4-streamline 4.
[0058] Vehicles turning left at the east and west entrances enter the signal-controlled intersection and then turn left by going straight and turning right. figure 1 Streamline 2-streamline 2, streamline 3-streamline 3.
[0059] And should be equipped with corresponding traffic signs, mainly set up detour signs and prohibition signs, the setting position and style are as attached figure 1 , 2 As shown, detour signs and prohibition signs (a) are set up at north-south entrances; detour signs and prohibition signs (b) are set up at east-west entrances; and detour signs and prohibition signs (a) and (b) should be set at 30 meters from t...
Embodiment 2
[0092] as attached Figure 7 As shown, the two intersecting roads at the signalized intersection are two-way six-lane lanes, the lane width is 3.75m, and the median width is 5m. The U-turn road is the one with the median strip. Figure 7 The central divider on the left and right is 40m long, and the opening spacing is 8m; Figure 7 The two partitions in the middle are 50m long and the gap between openings is 15m.
[0093] And after investigation, the west entrance turns left and the peak traffic flow is V 西口左转量 280pcu / h, east entrance turn left peak traffic flow V 东口左转量 is 350pcu / h, the timing t of the first phase 1 =50s, the timing of the second phase t 2 = 50s, the average speed v of the left-turning vehicles at the south and north entrances 左转 =15 (km / h); the minimum headway distance d=8m when left-turning vehicles line up.
[0094] The traffic signal design for eliminating the left-turn phase at this intersection is carried out as follows:
[0095] Step 1: The traff...
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