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基于数字孪生与多目标粒子群的轨道交通网拓扑结构模型
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作者 杨迎卯 《微型电脑应用》 2024年第7期191-194,共4页
针对当前轨道交通网拓扑结构模型动态调度能力较差,导致轨道交通线路拥堵的问题,构建基于数字孪生与多目标粒子群的轨道交通网拓扑结构模型。将目标区域基础信息整合为样本网格线统计量,选择城市轨道交通样本网格线。应用数字孪生技术... 针对当前轨道交通网拓扑结构模型动态调度能力较差,导致轨道交通线路拥堵的问题,构建基于数字孪生与多目标粒子群的轨道交通网拓扑结构模型。将目标区域基础信息整合为样本网格线统计量,选择城市轨道交通样本网格线。应用数字孪生技术分析轨道交通线路运行状态,实现轨道交通动态调节。使用多目标粒子群算法根据目标函数对模型进行优化,得到最终交通网拓扑结构模型。至此,基于数字孪生与多目标粒子群的轨道交通网拓扑结构模型设计完成。构建实验环节,验证此模型应用效果。实验结果表明,此模型形态特征优于当前模型,在一定程度上降低了线路的拥堵程度,提升了交通运输水平。 展开更多
关键词 数字孪生 多目标粒子群 轨道交通 拓扑结构 交通量预测 交通延误分析
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Research on service capacity of widened intersection based on traffic simulation
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作者 裴玉龙 程国柱 《Journal of Southeast University(English Edition)》 EI CAS 2003年第4期382-386,共5页
Delay analysis method is adopted to study the service capacity of a widened intersection. Traffic simulation software VISSIM is used for microscopic simulation of a widened intersection so as to obtain a delay curve. ... Delay analysis method is adopted to study the service capacity of a widened intersection. Traffic simulation software VISSIM is used for microscopic simulation of a widened intersection so as to obtain a delay curve. The delay-volume model of a widened intersection is established based on traffic simulation. The suggested value of basic service capacity of the widened left-turn lane is given along with how to determine correction factors and practical service capacity. 展开更多
关键词 traffic simulation widened intersection service capacity average delay
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Delays caused by motorized vehicles unable to clear intersections in China: Graphical analysis 被引量:1
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作者 贺正冰 马寿峰 关伟 《Journal of Central South University》 SCIE EI CAS 2013年第9期2614-2624,共11页
In many Chinese cities,motorized vehicles (M-vehicles) move slowly at intersections due to the interference of a large number of non-motorized vehicles (NM-vehicles).The slow movement makes a part of M-vehicles fa... In many Chinese cities,motorized vehicles (M-vehicles) move slowly at intersections due to the interference of a large number of non-motorized vehicles (NM-vehicles).The slow movement makes a part of M-vehicles fail to leave intersections timely after the traffic signal tums red,and thereby conflicts between vehicles from two directions occur.The phenomenon was analyzed graphically by using the cumulative vehicle curve.Delays in three cases were modeled and compared:NM-vehicle priorities and M-vehicle priorities with all-red intervals unable to release all vehicles,and longer all-red intervals ensuring release all vehicles.Marginal delays caused by two illegal behaviors that occasionally happened in mixed traffic intersections were also investigated.It is concluded that increasing the speed of M-vehicles leaving intersections and postponing the entering of NM-vehicles are the keys in mathematics,although they are uneasy in disordered mixed traffic intersections due to a dilemma between efficiency and orders in reality.The results could provide implications for the traffic management in the cities maintaining a large number of M-and NM-vehicles. 展开更多
关键词 conflict delay marginal delay mixed traffic intersection priority cumulative count curve of vehicles
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Delay Analysis and Formulation Inference of Signalized Intersection for Traffic Congestion Conditions
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作者 刘广萍 丁建梅 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 2004年第2期160-163,共4页
Vehicle delay is an important measure to evaluate the signal timings of signalized intersections.When optimization the signal control parameters, delays of vehicles from all approach directions of an intersection shou... Vehicle delay is an important measure to evaluate the signal timings of signalized intersections.When optimization the signal control parameters, delays of vehicles from all approach directions of an intersection should be considered. Based on the analysis of the vehicle delay on an approach of intersection, directed against the typical condition of a congested intersection-over-saturated condition, the paper has analyzed and inferred the intersection delay dynamic formulation, and has established the relation between intersection delay,the signal timings, vehicle arrival rate and the queue lengths, and that provides useful information for understanding vehicle delay of signalized intersection and for establishing performance index function of signal timing optimization. 展开更多
关键词 TRAFFIC SIGNAL control DELAY
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