Lane Capacity Modeling and Simulating of Branch Road at Unsignalized Intersection

doi:10.3969/j.issn.1674-0696.2012.06.22

Abstract

Abstract: In order to solve the problem about what is over-idealization hypothesis and large error for existing lane capacity models of branch road at unsignalized intersection，as for the different functional lanes of branch road with one or two lanes，the traffic flow feature of platoon composed of minor-type and large-type vehicles in branch road is analyzed firstly，based on the gap acceptance theory and M3 distribution of main flow at unsignalized intersection． Then，the capacity models of different functional lanes of branch road are set up． Finally，Vissim traffic simulation software is used to test the reliability of the models，and the models are simplified to enhance their practicality． The study result shows that the models error is less than 2% when the traffic flow of main road belongs to 600 － 1.000 veh /h．

Key words: unsignalized intersection, branch road, passing capacity, modeling, simulating

摘要： 为了解决现有无信号交叉口支路通行能力模型的假设过于理想化与计算误差偏大的问题，针对无信号交叉口常见1 车道与2 车道支路的各种车道功能划分，基于可接受间隙理论与主路车头时距服从M3 分布，分析了无信号交叉口支路大小车型构成混合车队的交通流运行特性，建立了各种支路功能划分车道的通行能力模型; 利用Vissim交通仿真软件，对模型的可靠性进行检验，并对模型进行简化以加强实用性。研究表明: 当主路车流量为600 ～1000 veh /h 时，该模型误差小于2%。

关键词: 无信号交叉口, 支路, 通行能力, 建模, 仿真

CLC Number:

U 491.1

Li Shuqing，Wang Zhiyuan. Lane Capacity Modeling and Simulating of Branch Road at Unsignalized Intersection[J]. Journal of Chongqing Jiaotong University(Natural Science), 2012, 31(6): 1189-1193.

李淑庆，王志远. 无信号交叉口支路车道通行能力建模与仿真[J]. 重庆交通大学学报（自然科学版）, 2012, 31(6): 1189-1193.

References

［1］ Drew D R． Traffic Flow Theory and Control［M］． New York: Megraw-Hill，1968．
［2］ Harders J． The Capacity of Unsignalized Urban Intersection［M］．Heft，German: Forschung StraBenban and StraBenverkehrstechnik，1968: 76．
［3］ Cowan R J． An extension of Tanner’s results on uncontrolled intersection:Clarification of some issues ［J］． Queuing System，1987，1: 249-263．
［4］李文权，王维．无信号交叉口主路车流符合负指数分布下支路多车型混合车流的通行能力［J］．系统工程理论与实践， 2001，2( 2) : 122-127．
Li Wenquan，Wang Wei． Capacity of minor multi-vehicle-typemixed traffic flow under major stream with shifted negative exponentialdistribution on unsignalized intersection［J］． Systems Engineering:Theory and Practice，2001，2( 2) : 122-127．
［5］陶经辉，李旭宏，毛海军．无信号交叉口通行能力［J］．交通运输工程学报， 2003，3( 4) : 101-103．Tao Jinghui，Li Xuhong，Mao haijun． Traffic flow capacity at unsignalizedintersection of road ［J］． Journal of Traffic and TransportationEngineering，2003，3( 4) : 101-103．
［6］郑柯，张起森．无信号交叉口可接受间隙理论模型修正分析［J］．长沙交通学院学报， 2003，17( 1) : 36-38．Zheng Ke，Zhang Qisen． Analysis of amending gap acceptance theory’smodel at unsignalized intersection ［J］． Journal of ChangshaCommunications University，2003，17( 1) : 36-38．
［7］丁川，谢秉磊，张昕明．主路优先无信号交叉口次要道路通行能力分析［J］．武汉理工大学学报，2011，35( 4) : 662-665．
Ding Chuan，Xie Binglei，Zhang Ximing． Capacity analysis of minorlane traffic flow on unsignalized intersection ［J］． Journal ofWuhan University of Technology，2011，35( 4) : 662-665．
［8］冯树民，孙祥龙．无控交叉口车辆延误迭代计算法［J］．哈尔滨工业大学学报， 2011， 43( 4) : 63-66．
Feng Shumin，Sun Xianglong． An iterative calculation method ofuncontrolled intersection delay ［J］． Journal of Harbin Institute ofTechnology，2011，43( 4) : 63-66．
［9］袁绍欣，赵祥模，安毅生．无信号交叉口车流通行状况的混杂Petri 网模型［J］．中国公路学报，2010，23( 1) : 93-97．
Yuan Shaoxin，Zhao Xiangmo，An Yisheng． Hybrid Petri net model ofpassing conditions of traffic flow at non-signalized intersection ［J］．China Journal of Highway and Transport，2010，23( 1) : 93-97．
［10］李海远，邓卫．基于冲突技术法的无控交叉口通行能力［J］．东南大学学报，2007，37( 6) : 1081-1086．
Li Haiyuan，Deng Wei． Capacity at all-way stop-controlled intersectionderived by conflict technique ［J］． Journal of Southeast University，2007，37( 6) : 1081-1086．
［11］王殿海．交通流理论［M］．北京: 人民交通出版社，2002: 111-113．
［12］张建旭，刘伟．城区无信号交叉口次要道路通行能力计算模型［J］．重庆交通大学学报: 自然科学版， 2008，27( 4) : 626-629．
Zhang Jianxu，Liu Wei． Research on minor approach capacitymodel at unsignalized intersection urban city ［J］． Journal ofChongqing Jiaotong University: Natural Science，2008，27 ( 4) :626-629．

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