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基于柔性时间窗的地铁货物车厢配置与装载优化

石俊刚 王松 郭军华

石俊刚, 王松, 郭军华. 基于柔性时间窗的地铁货物车厢配置与装载优化[J]. 交通运输工程学报, 2024, 24(2): 221-231. doi: 10.19818/j.cnki.1671-1637.2024.02.015
引用本文: 石俊刚, 王松, 郭军华. 基于柔性时间窗的地铁货物车厢配置与装载优化[J]. 交通运输工程学报, 2024, 24(2): 221-231. doi: 10.19818/j.cnki.1671-1637.2024.02.015
SHI Jun-gang, WANG Song, GUO Jun-hua. Optimization of subway freight compartment configuration and loading based on flexible time windows[J]. Journal of Traffic and Transportation Engineering, 2024, 24(2): 221-231. doi: 10.19818/j.cnki.1671-1637.2024.02.015
Citation: SHI Jun-gang, WANG Song, GUO Jun-hua. Optimization of subway freight compartment configuration and loading based on flexible time windows[J]. Journal of Traffic and Transportation Engineering, 2024, 24(2): 221-231. doi: 10.19818/j.cnki.1671-1637.2024.02.015

基于柔性时间窗的地铁货物车厢配置与装载优化

doi: 10.19818/j.cnki.1671-1637.2024.02.015
基金项目: 

国家自然科学基金项目 72361012

国家自然科学基金项目 52262048

详细信息
    作者简介:

    石俊刚(1986-),男,湖北黄冈人,华东交通大学副教授,工学博士,从事轨道交通运营管理研究

    通讯作者:

    郭军华(1976-),男,湖北天门人,华东交通大学教授,管理学博士

  • 中图分类号: U294

Optimization of subway freight compartment configuration and loading based on flexible time windows

Funds: 

National Natural Science Foundation of China 72361012

National Natural Science Foundation of China 52262048

More Information
  • 摘要: 为缓解城市道路拥堵,提高城市物流系统周转效率,提出了利用地铁线路在非高峰时段开展货物运输;基于客货共载运输模式,在满足乘客出行需求的前提下,推算了各列车最多可挂载的货物车厢数,在此基础上进行货物车厢配置与装载方案优化;以列车货物车厢配置计划与货物装载分配方案为决策变量,考虑货物送达柔性时间窗与容量限制的约束条件,以配送服务惩罚和货物车厢挂载成本最低为目标,构建了整数线性规划模型,并利用CPLEX优化软件进行模型求解。试验结果表明:为满足4类不同送达时限货物运输需求,方案共配置货运车厢42节,运营总成本为16 970元;随着延迟送达惩罚系数增大,货物延迟送达率呈快速降低趋势,当延迟送达惩罚系数由5元·h-1增加到100元·h-1时,延迟送达率由22.50%降至8.75%,随着提前送达惩罚系数增大,货物提前送达率同样呈现快速降低趋势,当提前送达惩罚系数由0增加到40元·h-1时,提前送达率由37.50%降低至3.75%,说明构建的模型对货物服务时效反应较为灵敏,同时有效满足货物送达服务时限要求;当某类货物惩罚系数增加时,该货物送达的提前率或延迟率会降低,整体表现为货物送达的准点率提高,服务水平得到改善,说明优化模型对不同类型货物的送达惩罚系数反应较为敏感;随着客运满载系数的增大,货物送达的准点率呈现递增趋势,货物送达提前率与延迟率总体上呈下降趋势,方案运营总成本也呈递减趋势,说明适当提高客运满载率阈值可以缓解部分列车运力,进而提高货物送达的准点率。

     

  • 图  1  客货共载运输模式

    Figure  1.  Passenger and cargo co-load transportation mode

    图  2  柔性时间窗惩罚函数

    Figure  2.  Penalty function of flexible time window

    图  3  南昌地铁2号线线路

    Figure  3.  Nanchang Metro Line 2

    图  4  二号线非高峰时段客流

    Figure  4.  Passenger flow of Line 2 during off-peak hours

    图  5  不同货物送达时限的需求

    Figure  5.  Different delivery times requirements for freights

    图  6  货物转载方案

    Figure  6.  Freight transfer scheme

    图  7  各列车货物车厢配置计划

    Figure  7.  Configuration plan for freight compartments of each train

    图  8  列车在途货运量

    Figure  8.  Freight volume of trains in transit

    表  1  货物送达时限需求量

    Table  1.   Delivery time requirements for freights

    货物种类 A B C D
    货物编号 1~24 25~44 45~61 62~80
    货物总质量/kg 66 176 51 331 44 487 43 554
    送达时限 9:40~9:55 10:25~10:35 11:00~11:12 9:00~12:00
    下载: 导出CSV

    表  2  不同服务惩罚的总成本

    Table  2.   Total costs of different service penalties

    惩罚系数/(元·h-1) 提前送达率/% 延迟送达率/% 总成本/ 元 计算时间/ s
    M1, w M2, w
    0 20 37.50 11.25 16 886 71
    5 20 20.00 10.00 16 929 245
    10 20 17.50 11.25 16 970 731
    20 20 7.50 18.75 17 032 1 627
    40 20 3.75 23.75 17 047 209
    10 5 37.50 22.50 16 862 376
    10 20 17.50 11.25 16 970 731
    10 40 18.75 10.00 17 058 383
    10 80 20.00 10.00 17 232 101
    10 100 22.50 8.75 17 319 301
    下载: 导出CSV

    表  3  不同客运满载率的总成本

    Table  3.   Total costs of different passenger load factors

    θ 延迟送达率/% 提前送达率/% 总成本/元 计算时间/s
    0.4 15.00 23.75 17 253 1 139
    0.5 11.25 17.50 16 970 731
    0.6 11.25 16.25 16 957 391
    0.7 8.75 15.00 16 952 457
    0.8 7.50 15.00 16 648 532
    下载: 导出CSV

    表  4  不同送达时限要求的总成本

    Table  4.   Total costs of different delivery time requirements

    案例 惩罚系数/(元·h-1) 延迟送达率/% 提前送达率/% 总成本/元 计算时间/s
    A B C D A B C D
    1 M1, A=10, M2, A=20 33.3 0 5.9 0 4.2 30 52.9 0 16 970 731
    2 M1, A=20, M2, A=40 29.2 0 5.9 0 4.2 25 52.9 0 17 065 566
    3 M1, A=60, M2, A=100 29.2 0 5.9 0 0.0 25 52.9 0 17 354 369
    4 M1, B=10, M2, B=20 33.3 0 5.9 0 4.2 30 52.9 0 16 970 731
    5 M1, B=20, M2, B=40 29.2 0 5.9 0 4.2 20 52.9 0 16 982 458
    6 M1, B=60, M2, B=100 37.5 0 5.9 0 4.2 10 76.5 0 16 999 554
    7 M1, C=10, M2, C=20 33.3 0 5.9 0 4.2 30 52.9 0 16 970 731
    8 M1, C=20, M2, C =40 33.3 5 5.9 0 4.2 10 35.3 0 16 997 697
    9 M1, C=60, M2, C =100 33.3 10 5.9 0 4.2 40 11.8 0 17 007 162
    10 M1, D=10, M2, D=20 33.3 0 5.9 0 4.2 30 52.9 0 16 970 731
    11 M1, D=20, M2, D =40 33.3 0 5.9 0 4.2 30 52.9 0 16 970 731
    12 M1, D=60, M2, D =100 33.3 0 5.9 0 4.2 30 52.9 0 16 970 731
    下载: 导出CSV
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  • 收稿日期:  2023-11-20
  • 网络出版日期:  2024-05-16
  • 刊出日期:  2024-04-30

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