交通运输系统工程与信息 ›› 2026, Vol. 26 ›› Issue (4): 278-288.DOI: 10.16097/j.cnki.1009-6744.2026.04.024

• 系统工程理论与方法 • 上一篇    下一篇

基于可移动式收费岛的收费站通行能力提升方法

王礼刚1,安文娟*2, 3,宋浪3,陈坚1,刘子豪1   

  1. 1. 重庆交通大学,智慧城市学院,重庆 400074;2. 山地城市交通设施智能检测重庆市高校工程研究中心,重庆 400072; 3. 招商局重庆交通科研设计院有限公司,重庆 400067
  • 收稿日期:2026-03-01 修回日期:2026-04-15 接受日期:2026-05-21 出版日期:2026-08-25 发布日期:2026-08-21
  • 作者简介:王礼刚(1976— ),男,重庆铜梁人,副教授,博士
  • 基金资助:
    重庆市自然科学基金 (CSTB2023NSCQ-MSX0387);重庆市建设科技计划项目 (城科字2024第6-8号)

Capacity Improvement Method for Toll Stations Based on Movable Toll Islands

WANG Ligang1, AN Wenjuan*2, 3, SONG Lang3, CHEN Jian1, LIU Zihao1   

  1. 1. School of Smart City, Chongqing Jiaotong University, Chongqing 400074, China; 2. Intelligent Detection of Transportation Infrastructure in Mountainous City Engineering Research Center of Chongqing Education Commission of China, Chongqing 400072, China; 3. China Merchants Chongqing Communication Research and Design Institute Co Ltd, Chongqing 400067, China
  • Received:2026-03-01 Revised:2026-04-15 Accepted:2026-05-21 Online:2026-08-25 Published:2026-08-21
  • Supported by:
    Natural Science Foundation of Chongqing (CSTB2023NSCQ-MSX0387); Chongqing Construction Science and Technology Plan Project (城科字2024第6-8号)

摘要: 为缓解用地受限下大流量收费站的交通拥堵,本文提出一种基于可移动式收费岛的车道宽度及功能优化方法。综合考虑不同车型安全行驶的最小宽度及收费设备部署要求,通过动态调整收费岛(数量、类型、位置及顺序)与收费车道(宽度、功能分配、通行方向及收费方式)的配置,构建以通行能力最大化为目标的混合整数线性规划模型,并利用Cplex求解器快速求解。结果表明:在潮汐车流、流量随机波动及交通组成频繁变化的复杂场景下,灵活车道设计较传统车道功能切换方案具有明显优势,通行能力可提升约20%~80%;随着小型车专用车道宽度由2.6 m增至3.0 m,通行能力提升幅度逐渐减小;随着小型车及ETC(Electronic Toll Collection)流量比例的增加,可生成更多窄收费岛与专用车道,提供更大的优化空间;此外,通过车道宽度和功能优化可为超限特种车辆提供通行保障。研究成果可为大流量收费站的精细化运营管理与智慧扩容提供支撑。

关键词: 交通工程, 车道配置动态优化, 混合整数线性规划, 大流量收费站, 车道宽度, 可移动式收费岛

Abstract: To alleviate traffic congestion at high-volume toll plazas under land-use constraints, this study proposes a lane width and function optimization method based on movable toll islands. Considering the minimum safe lane width required by different vehicle types and the spatial requirements for tolling equipment deployment, the configuration of toll islands (including number, type, position, and sequence) and toll lanes (including width, functional allocation, travel direction, and tolling mode) is dynamically adjusted. A mixed-integer linear programming model with the objective of maximizing capacity is established and efficiently solved using the CPLEX solver. The results indicate that under complex traffic scenarios characterized by tidal flows, stochastic fluctuations in demand, and frequent changes in traffic composition, the proposed flexible lane design significantly outperforms the traditional lane function switching scheme, increasing capacity by approximately 20% ~80% . As the width of small-vehicle-exclusive lanes increases from 2.6 to 3.0 meters, the capacity improvement gradually decreases. With higher proportions of small vehicles and electronic toll collection (ETC) traffic, more narrow toll islands and dedicated lanes can be configured, providing greater flexibility for optimization. In addition, the optimization of lane width and functions can accommodate oversized special transport vehicles. The findings provide technical support for refined operational management and smart capacity expansion of high-volume toll plazas.

Key words: traffic engineering, dynamic lane configuration optimization, mixed integer linear programming, high-volume toll station, lane width, mobile toll island

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