重庆轨道交通六号线运营组织方案研究
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摘要
重庆轨道交通六号线是重庆东南至西北的客运交通大走廊,是沿线区域城市公共交通客运的骨干路。目前,重庆轨道交通六号线网络化运营的相关组织方法与实施技术还处于探讨阶段。
本文依照六号线基础线路资料与客流资料,对六号线的运营组织方案进行一定程度的探讨,研究的内容包括：列车编组方案,六号线的交路方案分析、跨站停开行的方案比选、开行计划的确定等。
六号线高峰小时断面流量较大,考虑六号线客流、列车间隔、服务水平、运营组织复杂性等几个因素,从保证必要的运能角度出发,初近期可采用相同的编组辆数,以6辆编组方案为宜。
通过对六号线典型的“Y”形线路特征、客流特征分析,确定六号线行车交路可选用嵌套或者搭接的交路方案,设计了两交路搭接、两交路贯通、三交路搭接三种交路方案,并从客流服务水平、行车组织和运用车数三个角度对以上方案进行比选,最终确定了六号线的行车交路为两交路搭接。
以两交路搭接为对象,给出了远期无会展时六号线双方向AB跨站停方案,从运营成本与时间效益两个角度出发,将该方案与站站停方案进行比选,最终确定站站停车方案为推荐方案。
最后,针对六号线的推荐开行方案,拟定六号线全日行车计划,并计算六号线的车辆配备计划、旅行速度、日均列车满载率、并对主要车站进行折返能力计算,最终得出六号线的系统运营指标。
Chongqing Rail Transit6th line is the passenger transport corridor between the Southeast and Northwest,which is the major road of public passengers transport in the regional cities.Some relevant organization methods and implement technologies of Chongqing rail transit6th line network operation is at the explore stage at present.
This paper deals with the basic of fixed-line and passenger flow's information to research the operation program of organization with some level for line6,the research contents include:feature analysis of the passenger flow forecasting, traffic design and wiring set of line6, operation management of skip-stop running, part-stop running and non-stop running,etc.
Basis according to the6th line of passenger data, the peak hour section of the6th line of traffic is large, consider the6th line of passenger train interval, service levels, operational organization, complexity and other factors line, to guarantee the necessary transport point of view starting, and to consider the beginning of the near future should use the same grouping of vehicles, to determine the6th line of the early and long term are six marshalling scheme.
Analysis and Flow Characteristics of the typical characteristics of the "Y"-shaped line on the6th line, determine the6th line can be used nested or overlapping cross-road program, design the overlap of two cross-road, two routing through three routing lap three cross-road program, comparison and selection from the passenger level of service, traffic organization and use of car number three angles of the above options, and finally decided on the6th line of traffic routing for the two cross-road ride connection.
Two cross-road lap, given both the6th Line stop to the AB cross-site program in the long-term non-Exhibition, starting from the operating costs and time-effectiveness of two angles, and this program and station stop for the comparison and selection to finalize the station parking program for the recommended program.
Finally, the6th line of recommended operation plan to develop the traffic plan for the whole day on the6th line, and calculate the6th line of vehicles equipped with the plan, travel speed, average daily train load factor, and the main station back capacity calculation, finalized on the6th line system operational indicators.
本文依照六号线基础线路资料与客流资料,对六号线的运营组织方案进行一定程度的探讨,研究的内容包括：列车编组方案,六号线的交路方案分析、跨站停开行的方案比选、开行计划的确定等。
六号线高峰小时断面流量较大,考虑六号线客流、列车间隔、服务水平、运营组织复杂性等几个因素,从保证必要的运能角度出发,初近期可采用相同的编组辆数,以6辆编组方案为宜。
通过对六号线典型的“Y”形线路特征、客流特征分析,确定六号线行车交路可选用嵌套或者搭接的交路方案,设计了两交路搭接、两交路贯通、三交路搭接三种交路方案,并从客流服务水平、行车组织和运用车数三个角度对以上方案进行比选,最终确定了六号线的行车交路为两交路搭接。
以两交路搭接为对象,给出了远期无会展时六号线双方向AB跨站停方案,从运营成本与时间效益两个角度出发,将该方案与站站停方案进行比选,最终确定站站停车方案为推荐方案。
最后,针对六号线的推荐开行方案,拟定六号线全日行车计划,并计算六号线的车辆配备计划、旅行速度、日均列车满载率、并对主要车站进行折返能力计算,最终得出六号线的系统运营指标。
Chongqing Rail Transit6th line is the passenger transport corridor between the Southeast and Northwest,which is the major road of public passengers transport in the regional cities.Some relevant organization methods and implement technologies of Chongqing rail transit6th line network operation is at the explore stage at present.
This paper deals with the basic of fixed-line and passenger flow's information to research the operation program of organization with some level for line6,the research contents include:feature analysis of the passenger flow forecasting, traffic design and wiring set of line6, operation management of skip-stop running, part-stop running and non-stop running,etc.
Basis according to the6th line of passenger data, the peak hour section of the6th line of traffic is large, consider the6th line of passenger train interval, service levels, operational organization, complexity and other factors line, to guarantee the necessary transport point of view starting, and to consider the beginning of the near future should use the same grouping of vehicles, to determine the6th line of the early and long term are six marshalling scheme.
Analysis and Flow Characteristics of the typical characteristics of the "Y"-shaped line on the6th line, determine the6th line can be used nested or overlapping cross-road program, design the overlap of two cross-road, two routing through three routing lap three cross-road program, comparison and selection from the passenger level of service, traffic organization and use of car number three angles of the above options, and finally decided on the6th line of traffic routing for the two cross-road ride connection.
Two cross-road lap, given both the6th Line stop to the AB cross-site program in the long-term non-Exhibition, starting from the operating costs and time-effectiveness of two angles, and this program and station stop for the comparison and selection to finalize the station parking program for the recommended program.
Finally, the6th line of recommended operation plan to develop the traffic plan for the whole day on the6th line, and calculate the6th line of vehicles equipped with the plan, travel speed, average daily train load factor, and the main station back capacity calculation, finalized on the6th line system operational indicators.
引文
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[12]Assis W.O.Milani B.E.A. Generation of optimal schedules for metro lines using model Predictive control[J]. Automatica,2004(40):1397-1404.
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