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Research on Train Over-taking Organization of Urban Rail Transit

机译:城市轨道交通训练的研究

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Study on train over-taking organization of urban rail transit and propose calculation methods of local train's waiting time as well as the length of the cross section. Combining with actual operation of urban rail transit, the effects of departure interval, tracking interval and the maximum operating speed difference of express/local train on local train's waiting time and the length of the cross section are analyzed. The result shows that with the increasing of express/local train's departure interval the local train's waiting time displays periodic variation. Under specific parameters, the cycle is 54s. In a single cycle, the waiting time increases linearly with the departure interval. If the tracking interval is within 90-150s and the departure interval is greater than 133s, the local train's waiting time increases with the increase of tracking interval. If the overtaking occurs in the section, the length of the cross section increases with the increase of the tracking interval. If the tracking interval increases from 90s to 120s, the length of cross section will increase by 25.00% when the maximum operating speed difference of express/local train is 0km/h. And under the same tracking interval, the length of the cross section decreases with the increase of the maximum operating speed difference. If the maximum operating speed difference between express/local train increases from 0km/h to 20km/h, the length of the cross section will decrease by 25.00% when the tracking intervals is 90s.
机译:城市轨道交通训练组织的研究,并提出了地方列车等候时间的计算方法以及横截面的长度。分析了与城市轨道交通的实际操作,分析了出发间隔,跟踪间隔和最大运行速度差异的局部列车在本地列车的等待时间和横截面长度的影响。结果表明,随着Express / Local Strain的出发间隔的增加,本地列车的等待时间显示定期变化。在特定参数下,循环为54s。在单个循环中,等待时间随着出发间隔线性增加。如果跟踪间隔在90-150中,出发间隔大于133s,则当地列车的等待时间随着跟踪间隔的增加而增加。如果在该部分中发生超过,则横截面的长度随着跟踪间隔的增加而增加。如果跟踪间隔从90s增加到120s,则当快速/本地列车的最大操作速度差为0km / h时,横截面的长度将增加25.00%。在相同的跟踪间隔下,横截面的长度随着最大操作速度差的增加而降低。如果Express /局部列车之间的最大工作速度差从0km / h增加到20km / h,则当跟踪间隔为90s时,横截面的长度将减小25.00%。

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