A train interval adjustment system and its adjustment method
A technology for adjusting systems and trains, applied in automatic systems, transportation center control systems, railway car body components, etc., can solve the problems of passenger flow backlog at stations, failure to consider the impact of front and rear trains, and lack of overall consideration, etc., to achieve a high degree of automation, The effect of non-intermittent adjustment efficiency and high adjustment efficiency
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Embodiment 1
[0088] refer to image 3 As shown, assuming that there are 3 trains (1, 2, 3) running on a certain line, there are 4 stations in total (A, B, C, and D stations respectively), the train route is circular and the train runs counterclockwise, and train 1 is located at Between stations C and D, train 2 is located between stations D and C, train 3 is located between stations B and A, and the four stations are evenly arranged. When an accident or failure occurs, the interval between trains is 2 minutes ( The initial travel interval h between train 1 and train 2 2,0 ), 3min (the initial interval time h between train 2 and train 3 3,0 ) and 10min (the initial interval between train 3 and train 1 h 1,0 ).
[0089] Set target driving distance h 0 The planned running time of each section is 2 minutes. The planned running time of the section refers to the planned running time of the train between two adjacent stations, and the running buffer time of the interval between stations. ...
Embodiment 2
[0114] refer to Figure 4 As shown in , assuming a sudden failure of a certain train, the driver resumes normal operation after troubleshooting and solving the failure. Figure 4 .
[0115] The circle line indicates the line, the boxes indicate the stations (A, B, C, D, E, F, G), and the red boxes indicate the trains (01, 02...09), where the train 01 is located between A station and B station, and the train 02 is located at Between station C and station D, and so on, as shown in the figure, the specific location of each train will not be repeated.
[0116] Assumed target distance between vehicles h 0 5 minutes, the planned running time of each section is 2 minutes, and the running buffer time of each section δ i 1min, that is, after adjustment, the maximum interval operation time is 3min, the minimum interval operation time is 1min, the planned stop time of each station is 40s, and the stop buffer time of each station ε i is 20s, that is, after adjustment, the maxim...
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