Analytic, microscopic model of traffic flow and travel time

被引：0
|
作者：
Leurent, FM [1 ]
机构：
[1] SETRA, F-92225 Bagneux, France
来源：
TRAFFIC FLOW THEORY AND HIGHWAY CAPACITY 2002: HIGHWAY OPERATIONS, CAPACITY, AND TRAFFIC CONTROL | 2002年 / 1802期
关键词：
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
A model of disaggregate interactions between individual vehicles was developed that makes explicit the vehicle classes, the class trip rates, and their kinematic parameters (free speed, acceleration rate, length, safety margin). Assuming exponential gaps between vehicles, analytic formulas were derived for the mean value and the variance of the path travel times within each class. The model was successively applied to one-lane roads; two-way, two-lane roads; one-way, two-lane roads; and two-way, three-lane roads.
引用
收藏
页码：233 / 238
页数：6
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