大型地库交通仿真建模与流线优化方法OA北大核心
A Study on Underground Garage Traffic Simulation and Optimization of Flow Lines
多层大型地库车流量大且交通组织复杂,对交通流线设计与优化具有较高的要求.为提升车辆在地库中的通行效率并减少出库时间,研究了基于交通仿真分析的地库流线优化方法.基于多层大型地库路网,将地库车位与出口分别当作起点(origin,O)和终点(destination,D),构建分时段的OD需求数据,选取动态系统最优交通分配(dynamic system optimal,DSO)算法按照给定的流线设计方案对地库路网车流进行分配加载,并基于车流动态加载结果对流线设计方案进行评估.在流线优化过程中,优先考虑上下层的关键通道的流线设计形式(如单双向或上下行等),然后着重考虑地库出口附近的交通冲突,遵从交通冲突点越少越好的设计原则,最后将满足双向通行条件的路段改成双向通行,以增加路网通行能力.在数值实验中,针对北京市某商品房小区双层大型地库,使用城市交通能力仿真软件(simulation of urban mobility,SUMO)搭建地库微观交通仿真平台,并根据实际数据构造时变随机OD出库需求,通过仿真分析对比了流线设计方案优化前后的路网总旅行时间、出口总排队时间、关键拥堵路段的排队时间等,进一步仿真分析了流线优化方案在突发应急状况下(如出口数量变化、OD出库需求突增)的鲁棒性能.实验结果验证了流线优化方案有助于提升地库通行效率,并具有良好的应急能力.
Large-scale multi-level underground garages often experience high traffic volumes and complex traffic patterns.imposing high demands on the design and optimization of internal flowlines.To improve vehicle circula-tion efficiency and reduce exit delays,we propose a flowline optimization method based on traffic simulation.The road network of the garage is abstracted into an origin-destination(OD)model,with parking spaces and exits desig-nated as origins and destinations,respectively.Time-dependent OD demand matrices are constructed and implement-ed within a dynamic system optimal(DSO)traffic assignment framework to simulate vehicle flow under different flowline configurations.Flowline design is evaluated based on dynamic traffic loading.Priority is given to organiz-ing inter-level connections,particularly the directional use of ramps.Traffic conflict points near exits are reduced following the principle of minimizing interference.Road segments meeting criteria for two-way traffic are reconfig-ured to support bidirectional flow,enhancing overall network capacity.A case study was conducted on a two-level underground garage in a Beijing residential complex.A microscopic traffic simulation platform is developed using Simulation of Urban Mobility(SUMO),incorporating time-varying stochastic origin-destination demands generated from empirical data.Simulation results show that the proposed method significantly reduces total travel time,exit queue lengths,and congestion in critical sections.The robustness of the optimized flowline scheme is also validated under emergency conditions,including sudden changes in exit availability and unexpected increases in outbound de-mand.The results confirm that the proposed approach improves traffic efficiency and system resilience within under-ground garages.
黄瀚锋;王宁;解正卿;王紫煜;郭远威;郑亮
北京城建投资发展股份有限公司 北京 100044北京城建投资发展股份有限公司 北京 100044北京城建投资发展股份有限公司 北京 100044中南大学交通运输工程学院 长沙 410075广州物联网研究院 广州 511462中南大学交通运输工程学院 长沙 410075
建筑与水利
交通规划与管理大型地下车库流线优化动态交通分配SUMO微观仿真鲁棒性检验
transportation planning and managementlarge-scale underground garageflow optimizationdynamic traffic assignmentSUMO microscopic simulationrobustness test
《交通信息与安全》 2025 (1)
130-140,11
国家自然科学基金面上项目(72371251)、湖南省自然科学基金杰出青年项目(2024JJ2080)、湖南省重点研发计划项目(2024JK2007)资助
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