1) in-motion time
纯行驶时间
2) travel time
行驶时间
1.
According to the characteristic of city traffic and the Dijkstra algorithm, an algorithm which is calculated by the travel time is introduced to satisfy the requirements of drivers.
针对城市交通路网的特点,在传统的最短路径搜索算法(Dijkstra算法)基础上,引入以行驶时间模型来搜索最短路径的算法,以满足驾驶员的不同需求。
2.
Forecast models of traffic state and route travel time between optional two points on urban expressway network is used based on real time traffic management and traffic control concept and observed traffic data in this paper.
基于城市快速路实时管理和控制的思路,利用观测断面的数据,给出动态预测网状城市快速路上的交通状态和任意两点间行驶时间的方法。
3.
According to the characteristic of city traffic and the Dijkstra algorithm,an algorithm which is calculated by the travel time is introduced to satisfy the requirements of drivers.
针对城市交通路网的特点,在传统的最短路径搜索算法(Dijkstra 算法)基础上,引入以行驶时间模型来搜索最短路径的算法,以满足驾驶员的不同需求。
3) variable travel time
可变行驶时间
4) link travel time
路段行驶时间
1.
Research on multiple user-classes link travel time model and simulation;
多用户路段行驶时间函数建模和仿真
2.
Previewing and analyzing the exist models of link travel time functions, paper gives the influence factors and construct parts, that is the car running time on non congest section of link and the delay time in downriver crossover.
在分析和评述现有路段行驶时间函数优缺点的基础上,提出了路段行驶时间由在非拥挤部分的走行时间和排队部分的走行时间2部分构成的思想,最后给出了计算非拥挤部分走行时间的关键因素,即交叉口车辆排队长度的计算方法。
5) valid running time
有效行驶时间
6) travel time in the queue
跟车行驶时间
补充资料：纯纯
1.诚挚貌。
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