基于时刻表协调的同台换乘聚集人数计算模型  

Calculation Model for Passenger Assembling on One-platform-transfer Station Based on Timetable Coordination

作　　者：王菲[1,2] 孙全欣[1] 毛保华[1,2] 冯旭杰[1,2] 

机构地区：[1]北京交通大学交通运输学院,北京100044 [2]北京交通大学城市交通复杂系统理论与技术教育部重点实验室,北京100044

出　　处：《交通运输系统工程与信息》2013年第3期163-169,共7页Journal of Transportation Systems Engineering and Information Technology

摘　　要：从时刻表协调的角度,建立了不同到站间隔下地铁同台换乘站聚集人数的计算模型,并且采用Anylogic软件对乘客的实际集散行为进行仿真.仿真结果与模型计算得到的站台最大聚集人数相近,验证了模型的有效性.算例结果表明:在两方向列车发车间隔相同的情况下,同台换乘站的最大聚集人数随着两方向列车到站间隔时间的增加而减少.在算例的假设条件下,当两线路列车同时到站时,站台聚集人数最多;在此基础上,两线路列车的到站间隔时间每增加30 s,站台的最大聚集人数减少一定人数;当到站间隔时间达到150 s时,站台最大聚集人数降至最低.With full consideration of the timetable coordination,this paper calculates the assembling passengers at a one-platform-transfer metro station with varied intervals of trains＇arrivals.The Anylogic software is used to simulate the actual transferring behavior of passenger and the results of the maximum number of assembling passengers is close to the model calculated results,which proves the validity of the calculation model.The numerical example shows that the maximum number of assembling passengers decreases with the growth of trains＇ arrival intervals from two different lines which have the same departure frequencies.The maximum number of assembling passengers reaches the maximum when the trains arrive at the same time.Hence the maximum number of assembling passengers decreases when the arrival intervals increases by 30 seconds.The maximum number of assembling passengers decreases to the lowest when the arrival interval expands to 150 seconds.

关 键 词：城市交通 聚集人数 Anylogic仿真 同台换乘 时刻表 

分 类 号：U121[交通运输工程]