期刊文献+

基于带宽最大化的城市干线子区划分技术研究 被引量:4

System Partition of Urban Arterials Based on Bandwidth Maximization
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摘要 针对以直行车流为主要流向,实行两相位控制的城市干线,基于经典的MAXBAND模型,建立了干线分子区协调控制模型.该模型自动将干线分为若干具有3–6个交叉口的控制子区,每个子区追求最大化绿波带宽,不同子区协调方向的直行车辆享有尽可能均等的绿波通行时间.采用遗传算法求解模型,求解结果显示,分段点一般为周期相对较大或间距较大的交叉口.通过与Synchro优化方案相比,本文模型优化的方案可以使子区的平均带宽有效率提高27.8%.利用CORSIM对分别采用本文模型和Synchro划分的6种配时方案进行仿真,结果表明,与后者优化的方案相比,本文模型优化的方案具有更优的干线平均延误、平均车速、停车率等性能指标. A system partition model for urban arterials is proposed based on classical MAXBAND model.The model divides the whole arterial into several subsystems, each with three to six signalized intersections.Each subsystem is optimized individually to achieve maximum two-way bandwidth. The through traffic in different subsystems is provided average green bandwidth as equal as possible. Genetic Algorithm is applied to solve the model, the optimal results implies that intersections with critical cycle length or large spacing is the partitioning point. Compared to the plan generated by Synchro, the one produced by the proposed model increases the average progression efficiency by 27.8%. CORSIM simulation is conducted to compare the performance of signal timing plans generated by the proposed model and Synchro respectively, and results analysis indicates that compared to the plan generated by latter one, the one produces by former one resulted in better performance indexes, such as average delay, average speed and stops.
出处 《交通运输系统工程与信息》 EI CSCD 北大核心 2015年第3期100-106,139,共8页 Journal of Transportation Systems Engineering and Information Technology
基金 国家自然科学基金项目(51278087 71401025)
关键词 交通工程 子区划分 超长干线 协调控制 遗传算法 traffic engineering system partition super-long arterial coordination control genetic algorithm
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参考文献11

  • 1Yang X K. Comparison among computer packages in providing timing plans for Iowa Arterial in Lawrence, Kansas[J]. Journal of Transportation Engineering, 2001, 127(4):314 - 318. 被引量:1
  • 2Lin L T, Tung L W, Kn H C. Synchronized signal control model for maximizing progression along an arterial[J]. Journal of Transportation Engineering, 2009, 136(8): 727-735. 被引量:1
  • 3马楠,邵春福,赵熠.干道信号交叉口群协调控制系统中的影响因素[J].哈尔滨工业大学学报,2011,43(6):112-117. 被引量:11
  • 4Hook D,Albers A. Comparison of alternativemethodologies to determine breakpoints in signalprogression[C]//In Compendium of Technical Papers forthe 69th Annual Meeting of the ITE, 1999. 被引量:1
  • 5陈宁宁..信号控制子区动态划分及区域自适应协调控制研究[D].中山大学,2010:
  • 6Tian Z, Urbanik T. System partition technique toimprove signal coordination and traffic progression[J].Journal of Transportation Engineering, 2009, 133(2):119-128. 被引量:1
  • 7Zhang T,Zhang Y. System partition method to improvearterial signal coordination[C] //Transportation ResearchBoard 93rd Annual Meeting, 2014. 被引量:1
  • 8Little J D C. The synchronization of traffic signalsby mixed- integer linear programming[J]. OperationsResearch,1966,14(4): 568-594. 被引量:1
  • 9罗斯罗格,普拉萨丝艾琳娜,米山尼威廉姆.交通工程(应用)[M].北京:机械工业出版社,2008. 被引量:1
  • 10Husch D, Albeck J. Synchro 6 : Traffic signal software-user guide[M]. Trafficware Limited, 2003. 被引量:1

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