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相邻交叉口间距离与道路拥堵关系方法研究

The Distance between Adjacent Intersections with Road Congestion Relation Method
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摘要 介绍了研究相邻交叉口间距离与道路拥堵关系的方法。首先对交通流理论进行深入的研究,建立离散化交通流数学模型。然后用局部交通流方法模拟车辆在区域路网上运行过程.不同相邻交叉口间距离条件下的交通流模型,在发车频率不同时的信号交叉口排队长度计算结果表明,所有的结果都是排队长度随着发车频率的增大而增大。但是在不同的频率区域排队长度增长率有所不同,在频率处于某一区域时排队长度增长率有一个最小值。同时,在不同相邻交叉口间距离条件下排队长度也不是线性增大,在相邻交叉口间距离处于某一区域时排队车辆道路占有率也有一个最小值,为交通管理和规划提供一种思路和方法。 The paper introduced a method of study adjacent to the intersection of the distance between the road congestion relations. First, in-depth study of traffic theory, to establish the discretization traffic flow mathematical model. Then used the local traffic flow simulation vehicle online at the regional road running. Different adjacent intersection between the distance under the condition of the traffic flow simulation calculation results were queue length increases as the grid frequency increases. The queue length was increased but at a different frequency region different rates, queue length had a minimum rate of increase in the frequency was in a certain region. At the same time, queue length, the distance between adjacent intersections conditions nor linearly with the increase in the distance between adjacent intersections the queuing vehicles road share in a particular region also had a minimum value, for traffic management and planning kinds of ideas and methods.
出处 《广东化工》 CAS 2013年第8期46-48,共3页 Guangdong Chemical Industry
关键词 交通仿真 相邻交叉口间距离 数值计算 排队车辆道路占有率 道路利用率 traffic simulation adjacent distance between intersections numerical calculation queuing vehicles road share road utilization
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  • 1周杲尧,过秀成.驾驶员行为特性对交通仿真模型的影响及其应用[J].现代交通技术,2005,2(2):63-66. 被引量:11
  • 2商蕾,陆化普.城市微观交通仿真系统及其应用研究[J].系统仿真学报,2006,18(1):221-224. 被引量:30
  • 3孙剑,杨晓光,刘好德.微观交通仿真系统参数校正研究[J].系统仿真学报,2007,19(1):48-50. 被引量:75
  • 4Serge P.Hoogendoorn,Piet H.L.Bovy.State-of-the-art of Vehicular Traffic Flow Modeling.Special Issue on Road Traffic Modelling and Control [J].Journal of Systems and Control Engineering,2000.
  • 5Q.Yang.A Simulation Laboratory for Dynamic Traffic Management Systems [D].PhD thesis,Massachusetts Inst.of Tech.,Cambridge,MA,1997.
  • 6[1]May A.Traffic flow fundamentals[M].New Jersey:Prentice Hall Inc,1990.160-190.
  • 7[4]Parker M T.The effect of heavy goods vehicles and following behavior on capacity at motorway road worksites[J].Traffic Engineering Control,1996,37(9):524-531.
  • 8[5]Peter Hides.A car-following model for urban traffic simulation[J].Traffic Engineering Control,1998,39(5):300-305.
  • 9邢文训 谢金星.现代优化计算方法[M].北京:清华大学出版社,2003..
  • 10Richard D. Transportation research board special report 209, highway capacity manual[M]. Washington DC: National Research Council, 1997.

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