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考虑车流异质性的信号交叉口疏解车辆跟驰模型
引用本文:王益,荣建,周晨静,高亚聪,刘思杨.考虑车流异质性的信号交叉口疏解车辆跟驰模型[J].交通运输系统工程与信息,2020,20(3):67-74.
作者姓名:王益  荣建  周晨静  高亚聪  刘思杨
作者单位:1. 北京工业大学a. 城市交通学院,b. 北京市交通工程重点实验室,北京 100124; 2. 北京建筑大学土木与交通工程学院,北京 100044
摘    要:为客观地描述绿灯期间交叉口进口道异质疏解车流的跟驰行为,基于实测数据验证全速差模型发现,其加速度、速度、车间距的仿真结果存在较大误差. 考虑不同车型车辆性能和驾驶员驾驶行为差异,基于4 种跟驰情景,即小客车跟驰小客车(car-car),小客车跟驰公交车(car-bus),公交车跟驰小客车(bus-car),公交车跟驰公交车(bus-bus),建立考虑车流异质性的车辆跟驰模型. 结果表明,改进模型的性能提升明显,较全速差模型,速度和跟驰间距的均方根百分比误差(RMSPE)分别下降了15.29%,22.32%,更符合交叉口进口道异质疏解车流的跟驰行为.

关 键 词:交通工程  信号交叉口  异质性车流  疏解车辆  跟驰模型  
收稿时间:2020-02-13

Improved Car-following Model Considering Mixed Traffic Flow on Queue Discharge at Signalized Intersections
WANG Yi,RONG Jian,ZHOU Chen-jing,GAO Ya-cong,LIU Si-yang.Improved Car-following Model Considering Mixed Traffic Flow on Queue Discharge at Signalized Intersections[J].Transportation Systems Engineering and Information,2020,20(3):67-74.
Authors:WANG Yi  RONG Jian  ZHOU Chen-jing  GAO Ya-cong  LIU Si-yang
Institution:1.a. College of Metropolitan Transportation, 1b. Beijing Key Laboratory of Traffic Engineering, Beijing University of Technology, Beijing 100124, China; 2. School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, Beijing 100044, China
Abstract:The Full Velocity Difference Model(FVD) had been calibrated and verified based on the real traffic data to reflect the car-following behavior of the mixed traffic flow at the intersection approach during the signal green time. However, the simulation results showed big gaps on acceleration, speed and vehicle spacing by using the FVD model. This study considered the differences of vehicle types and driver's behavior at four scenarios: car following car, car following bus, bus following car, and bus following bus, and then developed a new car-following model. The analysis results show that the performance of the proposed model has been significantly improved, and the Root Mean Square Percentage Errors (RMSPE) of speed and vehicle space are 15.29% and 22.32% , respectively, which are lower than the FVD model results. The improved model performs better than the FVD model in describing the car-following behavior at approaches of signalized intersections.
Keywords:traffic engineering  signalized intersections  mixed traffic flow  queue discharge  car-following model  
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