Correction method of bicycle influencing turning vehicle saturation flow rate at signal crossing
A technology for bicycles and intersections, applied in the field of traffic control, can solve the problems of not considering the characteristics of bicycles at signalized intersections, and not being suitable
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Embodiment 1
[0146] During the evening rush hour at Pingleyuan intersection in Chaoyang District, Beijing, the intersection is controlled by four phases, and there are left-turn protection phases in the north and south, so there is no need to consider the conflict between left-turning motor vehicles and opposite straight-going bicycles. There is a dedicated right-turning lane at the north entrance, and the calculation Influence coefficient of bicycle on right turn saturation flow rate. Using the method of video to collect video data of motor vehicle flow and bicycle flow, the traffic parameters of the intersection are obtained with the help of simi software as follows:
[0147] North entrance
[0148] East-west green light time G = 42 seconds
[0149] Time t of motor vehicles turning right Rf = 2.0 seconds
[0150] Acceptable gap t for motor vehicles turning right R0 = 3.5 seconds
[0151] The length of the conflict zone between bicycles and right-turning motor vehicles l = 5.6 meters...
Embodiment 2
[0163] During the evening rush hour at the intersection of Hongqi Street and Yuhua Road in Shijiazhuang, the intersection is controlled by two-phase signals, and there are two dedicated left-turn lanes at the west entrance. The influence coefficient of bicycles on the left-turn saturation flow rate at the west entrance is calculated. Using the method of video to collect video data of motor vehicle flow and bicycle flow, the traffic parameters of the intersection are obtained with the help of simi software as follows:
[0164] West entrance
[0165] East-west green light time G = 40 seconds
[0166] Time t of motor vehicles turning left Lf = 2.5 seconds
[0167] Acceptable clearance t for motor vehicles turning left L0 = 4.0 seconds
[0168] Opposite straight motor vehicle flow = 681 vehicles / hour
[0169] Opposite bicycle flow = 546 vehicles / hour
[0170] The average time of the first stage of the bicycle t = 15 seconds
[0171] The average length of the bicycle group i...
Embodiment 3
[0184] During the evening rush hour at Wusheng intersection in Chaoyang District, Beijing, the intersection is controlled by two-phase signals. The south entrance has two lanes. The left lane is a straight-left mixed lane, and the right lane is a straight-right mixed lane. Influence coefficient of saturated flow rate of turning motor vehicle and left turning motor vehicle. Using the method of video to collect video data of motor vehicle flow and bicycle flow, the traffic parameters of the intersection are obtained with the help of simi software as follows:
[0185] South entrance
[0186] Green light time in the north-south direction = 35 seconds
[0187] Lane group flow = 891 vehicles / hour
[0188] Proportion of right-turning motor vehicles in the lane group = 0.121
[0189] Proportion of motor vehicles turning left in the lane group = 0.709
[0190] Time t of motor vehicles turning right Rf = 2.0 seconds
[0191] Acceptable gap t for motor vehicles turning right R0 = ...
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