城市快速路交通流基础模型研究
Research on the Conventional Traffic Flow Models of Urban Expressway
本论文对三个常用交通流模型:格林希尔治模型、格林伯模型和安德伍德模型对城市快速路的适用性进行了研究。论文利用北京市快速路的调查数据,确定模型参数,绘制三种模型的速度—流量关系、速度—密度关系和流量—密度关系散点图,并与实测数据对比,计算模型的累积相对误差均值。结果分析表明:格林希尔治的流量—密度模型适合描述快速路畅通状态;格林伯模型适合描述快速路的各种状态;安德伍德模型适合描述快速路的拥挤状态。
he applicability of three conventional traffic flow models: Greenshields models, Greeberg models and Underwood models of urban expressway are researched. Based on field data from Beijing expressways, parameters of the models are determined. Besides, variable relation plots of field data and data calculated by models are drawn, such as flow-speed plots, flow-occupancy plots, and speed-occupancy plots. In addition ,the average of accumulate relative error between them are computed. It is found that the flow-density models of Greenshields can describe uncongested operation of urban expressway, Greeberg models can describe both congested and uncongested operations,otherwise, Underwood models are fit for congested operation.
王殿海、李爽爽、杨少辉、王英平
公路运输工程
交通流理论城市快速路格林希尔治模型格林伯模型安德伍德模型
traffic flow theoryurban expresswayGreenshields modelsGreeberg modelsUnderwood models
王殿海,李爽爽,杨少辉,王英平.城市快速路交通流基础模型研究[EB/OL].(2005-12-05)[2025-08-11].http://www.paper.edu.cn/releasepaper/content/200512-67.点此复制
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