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无信号T型交叉口交通流特性
引用本文:钟小明,魏中华,张利,张勇,刘小明.无信号T型交叉口交通流特性[J].北京工业大学学报,2009,35(2):224-229.
作者姓名:钟小明  魏中华  张利  张勇  刘小明
作者单位:华杰工程咨询有限公司,北京,100029;北京工业大学,北京市交通工程重点实验室,北京,100124;北京工业大学,北京市交通工程重点实验室,北京,100124
基金项目:交通部西部交通建设科技项目 
摘    要:实测了3支无信号T型交叉口速度和车头时距数据,经过统计分析后发现交叉口附近内外侧车道车辆的平均速度差别很小、主路上进口车速85%位车速约为65.0km/h、进口处的速度方差和离散度不会随交叉口距离的变化而明显变化,初步标定了左转车辆车头时距分布模型.

关 键 词:无信号交叉口  85  位速度  车头时距

Traffic Flow Characteristics of T Type Unsignalized Intersections
ZHONG Xiao-ming,WEI Zhong-hua,ZHANG Li,ZHANG Yong,LIU Xiao-ming.Traffic Flow Characteristics of T Type Unsignalized Intersections[J].Journal of Beijing Polytechnic University,2009,35(2):224-229.
Authors:ZHONG Xiao-ming  WEI Zhong-hua  ZHANG Li  ZHANG Yong  LIU Xiao-ming
Abstract:The paper analyzed the characteristics of speed and headway of vehicles at unsignalized T- intersections with 4 lanes on major road and 2 lanes on minor road.Filed data was collected at 8 intersections. It was found the difference of average speed of vehicle between traveling on outside lane and traveling on inside lane was not clear.The 85 percent of speed of vehicles at major approach waved near 65.0 km/h.It was also interested to find the variance and disperse of vehicle speed did not change with the dis...
Keywords:unsignalized tee-intersection  85th percentile speed  headway  
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