城市超长隧道合流区联合控制优化方法OA北大核心
An Optimization Method for Joint Control of Merging Zones in Urban Tunnels of Considerable Length
针对城市超长隧道合流区的交通拥堵问题,研究了融合主线可变限速与匝道信号控制的联合优化控制方法.根据合流瓶颈区及其下游的不同交通状态组合,生成了四级控制策略.通过综合考虑匝道汇入、路段间速度差异和驾驶人服从度,对传统元网络(meta network,METANET)模型进行了改进;同时,通过新增匝道排队容量控制机制,对经典ALINEA算法进行了扩展,实现了可变限速与匝道信号的联合控制.在此基础上,结合模型预测控制方法,对不同交通状态下的限速值和匝道信号配时进行了优化.依托VISSIM仿真平台,构建武汉两湖隧道场景,并利用COM接口与Python二次开发,实现仿真路段交通参数的实时获取与控制.实验对比多种管控策略,包括动态可变限速、匝道信号控制与联合控制.仿真结果表明,①提出的联合管控策略相比无管控策略,减少瓶颈区车辆行程时间17.7%,降低车均延误时间62.96%;②与单一控制策略相比,联合管控可显著提高平均车速和交通流稳定性,特别是在高流量拥堵情况下效果更为显著;③在联合控制策略下,路段最低平均车速提升20.38%,瓶颈区及下游缓行时间减少22.2%,低速区域的空间范围和持续时间均明显缩短,且车速波动幅度大幅减小.面对多种复杂交通流,联合控制策略展现出良好的动态自适应能力,能够根据流量结构自动调整主线与匝道的控制强度,实现对瓶颈区交通负荷的合理分配.
To address traffic congestion at merging zones in urban tunnels of considerable length,an optimization method for joint control that integrates variable speed limits in mainlines and signal control at ramps is proposed.A four-level control strategy is developed based on the combination of different traffic states in merging bottleneck ar-ea and downstream section.The traditional meta network(METANET)model is modified by comprehensively con-sidering ramp inflow,speed differences among sections,and driver compliance.Meanwhile,the classical ALINEA algorithm is extended by introducing a control mechanism for queue capacity at ramps,enabling the integration of variable speed limits and ramp signal control.On this basis,a model predictive control approach is employed to op-timize speed limits and ramp signal timings under different traffic states.Using the VISSIM simulation platform,the scenario of Lianghu Tunnel in Wuhan is developed,which allows to acquire and control the traffic parameters in real-time through the COM interface and secondary development with Python.Various control strategies are compared,including dynamic variable speed limits,ramp signal control,and joint control.Simulation results show that:①Compared to the situation with no control,the proposed joint control strategy reduces travel time in the bot-tleneck area by 17.7%and decreases the average delay time per vehicle by 62.96%.②Compared to single control strategy,the joint control strategy significantly improves average speed and stability of traffic flow,with especially notable effects under heavy congestion conditions.③Under the joint control strategy,the minimum average speed at road sections increases by 20.38%,the duration of slow traffic in the bottleneck area and at the downstream sec-tion decreases by 22.2%,and both the spatial scope and duration of low-speed regions are significantly reduced with a substantial decrease in speed fluctuations.When facing various complex traffic flow conditions,the joint control strategy demonstrates good dynamic adaptability,automatically adjusting the control strength of the main-line and ramp according to the flow structure,thus achieving a rational distribution of traffic load in the bottleneck area.
吕能超;郝怡琳;杨格;谢天
武汉理工大学智能交通系统研究中心 武汉 430063武汉理工大学智能交通系统研究中心 武汉 430063中交第二公路勘察设计研究院有限公司 武汉 430056武汉理工大学智能交通系统研究中心 武汉 430063
交通工程
交通控制可变限速联合管控城市隧道
traffic controlvariable speed limitramp metering controlurban tunnel
《交通信息与安全》 2025 (3)
55-65,11
国家自然科学基金项目(52472366)、国家重点研发计划项目(2023YFB4302600)、湖北省重点研发计划项目(2024BAB051)资助
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