Method for channelizing entrance lane behind pre-signal stop line of series intersection
A pre-signal and stop line technology, applied in the control of traffic signals, roads, forecasting, etc., can solve the problems of unbalanced lane queuing length, waste of space resources at intersections, and increased vehicle delays, and achieve the reduction of intersection cycle time and reduction Green light time, effect of increasing traffic capacity
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specific Embodiment approach 1
[0016] Specific implementation mode one: In this implementation mode, a method for channelizing the entrance lane after the pre-signal stop line at the series intersection in this implementation mode is as follows:
[0017] Step 1. Determine the number of lanes of traffic flow in different directions at each entrance of the serial intersection;
[0018] Step 2. Based on the number of lanes of traffic flows in different directions at each entrance of the series intersection determined in step 1, determine the set of alternative lane channelization schemes after the pre-signal stop line;
[0019] Step 3. Based on the set of alternative lane channelization schemes after the pre-signal stop line determined in step 2, optimize the best lane channelization scheme after the pre-signal stop line.
specific Embodiment approach 2
[0020] Specific embodiment two: the difference between this embodiment and specific embodiment one is: in the said step one, determine the number of lanes of traffic flows in different flow directions at each entrance of the series intersection; the specific process is:
[0021] Step 11, taking an entrance direction (such as the west entrance) of a series intersection as an example, investigate the peak hour flow of left-turning, straight-going, and right-turning motor vehicles of an entrance road, respectively use Q l , Q t , Q m Indicates that the unit is vehicle / h;
[0022] The total number of lanes in one approach direction at a tandem intersection is express;
[0023] Step 1 and 2, if Q m ≥Q m* , then the rightmost lane in the direction of traffic flow is set as a special right-turn lane; Set up pre-signal stop lines and signal lights only from lane 1 to lane N; right-turning vehicles are not controlled by pre-signals and can directly reach the main signal stop li...
specific Embodiment approach 3
[0034] Specific implementation mode three: the difference between this implementation mode and specific implementation mode one or two is: the Q m* The value is 100 vehicles / h.
[0035] Other steps and parameters are the same as those in Embodiment 1 or Embodiment 2.
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