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基于交通仿真的拓宽交叉口服务通行能力研究
引用本文:裴玉龙,程国柱.基于交通仿真的拓宽交叉口服务通行能力研究[J].东南大学学报,2003,19(4):382-386.
作者姓名:裴玉龙  程国柱
作者单位:哈尔滨工业大学交通科学与工程学院,哈尔滨150090
摘    要:采用延误分析法研究路口拓宽后信号交叉口的服务通行能力,利用交通仿真软件VISSIM对拓宽交叉口进行交通流微观仿真,从而得到拓宽车道的延误曲线,建立了基于交通仿真的拓宽交叉口延误-流量模型.依据该模型提出了拓宽左转车道的基本服务通行能力的建议值,并给出了各修正系数以及实用服务通行能力的确定方法.

关 键 词:交叉口  服务通行能力  延误分析法  计算机仿真

Research on service capacity of widened intersection based on traffic simulation
Pei Yulong,Cheng Guozhu.Research on service capacity of widened intersection based on traffic simulation[J].Journal of Southeast University(English Edition),2003,19(4):382-386.
Authors:Pei Yulong  Cheng Guozhu
Abstract: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.
Keywords:traffic simulation  widened intersection  service capacity  average delay
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