考虑意外事件对交通流影响的元胞自动机交通流模型

在NaSh模型的基础上,考虑交通事故和养护路段等意外事件对高速公路交通流的影响,建立了有意外事件影响的在车道管制下的高速公路交通流元胞自动机模型,并进行数值模拟. 研究发现:意外事件对高速公路交通流有明显影响,并且意外事件对交通流的影响在某一密度值范围内尤其明显,且意外事件堵塞点在第一车道比在第二车道对交通流的影响小;同时,在该密度值范围内,意外事件堵塞时间和堵塞路段长度越长,对交通流的影响就越大. 关键词： 元胞自动机 交通流 意外事件     

考虑公交港湾式停靠的多速混合城市交通流元胞自动机模型研究

在Nagel-Schreckenberg提出的元胞自动机模型基础上，建立了考虑公交车辆和港湾式公交停靠站的多速混合车辆单车道城市交通流元胞自动机模型.通过计算机模拟，给出了随机减速概率、混合车流密度、公交车辆平均停靠时间、公交车辆占有率和港湾式公交车站间距对混合车流速度和流量的影响图.对混合车流的特性进行了分析和讨论. 关键词： 元胞自动机 港湾式公交停靠站 混合交通流模型 计算机模拟     

Properties of train traffic flow in a moving block system

The development direction of railways is toward the improvement of capacity and service quality, where the service quality includes safety, schedule, high speed, and comfort. In light of the existing cellular automaton models, in this paper, we develop a model to analyze the mixed running processes of trains with maximal speeds of 500 km/h and 350 km/h respectively in the moving block system. In the proposed model, we establish some sound rules to control the running processes of a train, where the rules include the departure rules in the intermediate stations, the overtaking rules, and the conditions of speed limitation for a train stopping at a station or passing through a station. With the consideration of the mixed ratio and the distance between two adjacent stations, the properties of the train traffic flow (including capacity and average speed) are simulated. The numerical results show that the interactions among different trains will affect the capacity, and a proper increase of the spatial distance between two adjacent stations can enhance the capacity and the average speed under the moving block.     

自行车阻滞干扰对机动车交通流延误改进模型

通过分析机非混合这一城市交通的主要特征,结合最小车头时距及不同车辆长度,对机非混行路段单个自行车对机动车的干扰分析模型进行改进,提出了一种新的数学模型;并对机动车道上出现自行车群的情况进行了研究,分别采用概率论及流体力学理论方法建立了相应的阻滞干扰模型,对评价路段服务水平、实施城市道路机非分离设计及提升道路交通通行能力等具有较为重要的意义.     

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在仿真研究1/4车体二自由度液压半主动悬架的基础上，设计了一种 用于1/2车体的液压半主动悬架的参数自整定模糊PID控制器，并利用模糊控制规则对 PID参数进行在线修改. 以正弦信号路面、脉冲信号路面和C级路面3种典型路面作为输入 信号，应用MATLAB/Simulink控制系统仿真软件对该半主动悬架模型进行的计算机仿真表明， 具有模糊PID控制器的半主动悬架在提高车辆乘坐的舒适性方面要明显优于一般的模糊控制 悬架，具有更好的自适应能力.     

Analysis of the influence of occupation rate of public transit vehicles on mixing traffic flow in a two-lane system

Based on the existing classical cellular automaton model of traffic flow,a cellular automaton traffic model with different-maximum-speed vehicles mixed on a single lane is proposed,in which public transit and harbour-shaped bus stops are taken into consideration.Parameters such as length of cellular automaton,operation speed and random slow mechanism are re-demarcated.A harbour-shaped bus stop is set up and the vehicle changing lane regulation is changed.Through computer simulation,the influence of occupation rate of public transit vehicles on mixed traffic flow and traffic capacity is analysed.The results show that a public transport system can ease urban traffic congestion but creates new jams at the same time,and that the influence of occupation rate of public transit vehicles on traffic capacity is considerable.To develop urban traffic,attention should be paid to the occupation rate of public transit vehicles and traffic development in a haphazard way should be strictly avoided.     

A study on the effects of the transit parking time on traffic flow based on cellular automata theory

This paper mainly deals with the effects of transit stops on vehicle speeds and conversion lane numbers in a mixed traffic lane.Based on thorough research of traffic flow and cellular automata theory,it calibrates the cellular length and the running speed.Also,a cellular automata model for mixed traffic flow on a two-lane system under a periodic boundary condition is presented herewith,which also takes into consideration the harbour-shaped transit stop as well.By means of computer simulation,the article also studies the effects of bus parking time on the traffic volume,the transit speed and the fast lane speed at the same time.The results demonstrate that,with the increase of the bus parking time,the traffic volume of the transit stop and the transit speed decrease while the fast lane speed increases.This result could help calculate the transit delay correctly and make arrangements for transit routes reasonably and scientifically.