A Reconstruction Method of Urban Traffic Travel Chain Based on Checkpoint Video Data
A technology for video data and urban transportation, applied in the field of intelligent transportation, can solve the problem of poor accuracy of vehicle travel trajectory restoration, and achieve the effect of fast algorithm speed and good robustness.
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Embodiment 1
[0078] Such as figure 1 As shown, a method for reconstruction of urban traffic travel chain based on checkpoint video data includes the following steps:
[0079] Step S1: Collect the license plate data of vehicles passing through the bayonet through video, preprocess the collected license plate data, and extract the driving trajectory of each vehicle;
[0080] Step S2: Save the path detected by 4 or more checkpoints in each vehicle’s driving trajectory continuously as a historical path data set, and save the data detected by 2 discontinuous checkpoints in each vehicle’s driving trajectory as Trajectories that need to be restored;
[0081] Step S3: According to the PPA path algorithm, determine all possible driving trajectory sets T between the two bayonets of the trajectory to be restored i ;
[0082] Step S4: Calculate the possible driving trajectory set T corresponding to the historical route data set i The path travel time of each path, the minimum traffic flow of the r...
Embodiment 2
[0140] Such as figure 1 , figure 2 as well as image 3 As shown, in this embodiment, data statistics are performed every 30 minutes for 24 hours a day, and 48 time statistics windows can be obtained after division
[0141] According to the statistical time window, the collected data is preprocessed to obtain the sampled travel time samples, and the estimated travel time of the link under each statistical time window is estimated as follows:
[0142] First of all, by statistically analyzing the travel time data of road sections collected under the time window, noise processing is carried out for different situations of traffic congestion in a day;
[0143] First of all, for the travel time of road segments in different time periods, it should be satisfied that the travel time at this moment is greater than the free flow time, and set T l =T freeflow *α,T freeflow is the free flow time of the road section, in order to give a certain threshold space for urban road speeding ...
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