CN106652564A - Traffic flow cellular automaton modeling method under car networking environment - Google Patents

Traffic flow cellular automaton modeling method under car networking environment Download PDF

Info

Publication number
CN106652564A
CN106652564A CN201710130994.2A CN201710130994A CN106652564A CN 106652564 A CN106652564 A CN 106652564A CN 201710130994 A CN201710130994 A CN 201710130994A CN 106652564 A CN106652564 A CN 106652564A
Authority
CN
China
Prior art keywords
vehicle
lane
vehicles
traffic
speed
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201710130994.2A
Other languages
Chinese (zh)
Inventor
王健
陈晓旭
马国胜
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Harbin Institute of Technology Shenzhen
Original Assignee
Harbin Institute of Technology Shenzhen
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Harbin Institute of Technology Shenzhen filed Critical Harbin Institute of Technology Shenzhen
Priority to CN201710130994.2A priority Critical patent/CN106652564A/en
Publication of CN106652564A publication Critical patent/CN106652564A/en
Pending legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G08SIGNALLING
    • G08GTRAFFIC CONTROL SYSTEMS
    • G08G1/00Traffic control systems for road vehicles
    • G08G1/16Anti-collision systems
    • G08G1/166Anti-collision systems for active traffic, e.g. moving vehicles, pedestrians, bikes
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00Computer-aided design [CAD]
    • G06F30/20Design optimisation, verification or simulation

Landscapes

  • Physics & Mathematics (AREA)
  • Engineering & Computer Science (AREA)
  • General Physics & Mathematics (AREA)
  • Theoretical Computer Science (AREA)
  • Computer Hardware Design (AREA)
  • Evolutionary Computation (AREA)
  • Geometry (AREA)
  • General Engineering & Computer Science (AREA)
  • Traffic Control Systems (AREA)

Abstract

本发明提出了一种车联网环境下的交通流元胞自动机建模方法,适用于车联网环境下车辆运行规则,并结合元胞自动机建模仿真,实现对交通流的模拟,从而对交通流特性进行分析。在Nasch模型的基础上,结合车联网环境的特点,建立单车道运行规则,模拟道路运行状况;进而建立双车道模型,更真实的反应道路交通状况。本发明提出的新型方法,增加了对前车速度及换道情况的预测,能有效对交通场景中的交通流进行仿真,提高交通仿真的真实性。结果表明:车联网环境下车辆具有更高的运行速度,极大地提高道路通行能力,改善交通状况。

The present invention proposes a traffic flow cellular automata modeling method in the Internet of Vehicles environment, which is suitable for vehicle operation rules in the Internet of Vehicles environment, and combines cellular automata modeling and simulation to realize the simulation of traffic flow, thereby Analyze traffic flow characteristics. On the basis of the Nasch model, combined with the characteristics of the Internet of Vehicles environment, a single-lane operation rule is established to simulate road operation conditions; and then a two-lane model is established to more realistically reflect road traffic conditions. The novel method proposed by the invention increases the prediction of the speed of the preceding vehicle and the situation of changing lanes, can effectively simulate the traffic flow in the traffic scene, and improves the authenticity of the traffic simulation. The results show that under the Internet of Vehicles environment, the vehicles have a higher operating speed, which greatly improves the road capacity and improves the traffic conditions.

Description

车联网环境下的交通流元胞自动机建模方法Cellular Automata Modeling Method for Traffic Flow in the Internet of Vehicles Environment

技术领域technical field

本发明涉及一种车联网环境下的交通流元胞自动机建模方法。The invention relates to a traffic flow cellular automaton modeling method under the environment of the Internet of Vehicles.

背景技术Background technique

自二十世纪末开始我国汽车保有量进入了增长的快车道,与此同时,交通事故的发生几率也逐年增长。根据公安部交管局的统计,2010年,全国发生交通事故3906164起,同比上升35.9%。其中,由于道路交通事故引起人员伤亡的219521起,直接财产损失达到了9.3亿元。安全保障是车辆运行最基本的要求,虽然引起交通事故发生的原因是多方面的,但是车载主动安全系统的先进化和车路协同系统的实现,无可争议的能够为车辆的安全运行提供更多可靠的决策信息和路径诱导方案,提高车辆运行的安全性。车联网作为热门背景,正在蓬勃兴起;关于车联网技术的探索,是各国家及技术公司研究的关键。Since the end of the 20th century, the number of automobiles in my country has entered the fast lane of growth. At the same time, the probability of traffic accidents has also increased year by year. According to statistics from the Traffic Management Bureau of the Ministry of Public Security, in 2010, there were 3,906,164 traffic accidents across the country, a year-on-year increase of 35.9%. Among them, there were 219,521 casualties caused by road traffic accidents, and the direct property loss reached 930 million yuan. Safety guarantee is the most basic requirement for vehicle operation. Although there are many reasons for traffic accidents, the advancement of vehicle-mounted active safety systems and the realization of vehicle-road coordination systems can undoubtedly provide more security for vehicle safety. More reliable decision-making information and path guidance schemes can improve the safety of vehicle operation. As a popular background, the Internet of Vehicles is booming; the exploration of Internet of Vehicles technology is the key to the research of various countries and technology companies.

现状车联网的研究,多为硬件设施如车道偏离报警、自适应巡航、前撞预警功能等车载功能或路测系统的优化与改进,而在车联网环境信息透明化情况下的车辆运行规则的界定方面的研究相对较少。The current research on the Internet of Vehicles is mostly the optimization and improvement of hardware facilities such as lane departure alarms, adaptive cruise control, forward collision warning functions, and other on-board functions or road test systems. There is relatively little research on the definition.

发明内容Contents of the invention

基于以上不足,本发明提供了一种车联网环境下的交通流元胞自动机建模方法,适用于车联网环境下车辆运行规则,结合元胞自动机建模,定量与定性分析交通流三参数关系,增加了对前车速度及换道情况的预测,提高交通仿真的真实性。Based on the above deficiencies, the present invention provides a traffic flow cellular automata modeling method in the Internet of Vehicles environment, which is suitable for vehicle operation rules in the Internet of Vehicles environment, combined with cellular automata modeling, quantitative and qualitative analysis of traffic flow The parameter relationship increases the prediction of the speed of the vehicle in front and the situation of changing lanes, and improves the authenticity of traffic simulation.

本发明所采用的技术如下:一种车联网环境下的交通流元胞自动机建模方法,对道路条件作出如下界定:车辆由驾驶员控制;每个车辆元胞可以与前方进行通信,获取前车准确行驶信息,并将自身交通信息与后车进行通信;驾驶员根据获取的准确交通环境信息做出正确的判断和决策,方法如下:The technology adopted in the present invention is as follows: a traffic flow cellular automaton modeling method under the Internet of Vehicles environment, which defines the road conditions as follows: the vehicle is controlled by the driver; each vehicle cell can communicate with the front to obtain Accurate driving information of the vehicle in front, and communicates its own traffic information with the vehicle behind; the driver makes correct judgments and decisions based on the acquired accurate traffic environment information, the method is as follows:

(1).单车道元胞自动机建模规则(1). Modeling rules of single-lane cellular automata

步骤一:加速,vn(t+1)=min(vn(t)+1,vmax)对应于现实生活中,司机期望以最大速度行驶的特性;Step 1: Acceleration, v n (t+1)=min(v n (t)+1,v max ) corresponds to the characteristic that the driver expects to drive at the maximum speed in real life;

步骤二:减速,Step two: slow down,

vn(t+1)=min(vn(t+1),dn+v'n+1(t+1))v n (t+1)=min(v n (t+1),d n +v' n+1 (t+1))

v'n+1(t+1)=min(vn+1(t),vmax-1,dn+1(t))v' n+1 (t+1)=min(v n+1 (t),v max -1,d n+1 (t))

驾驶员为了躲避与前车相撞而采取减速措施,因车联网环境对于车速及车辆位置的透明化,使两车间最小间距变为t时刻两车间距与前车在t+1时刻的速度值之和;The driver takes deceleration measures in order to avoid a collision with the vehicle in front. Due to the transparency of the vehicle speed and vehicle position in the Internet of Vehicles environment, the minimum distance between the two vehicles becomes the distance between the two vehicles at time t and the speed value of the vehicle in front at time t+1 Sum;

式中v'n+1(t+1)——表示前车在t+1时刻的速度预测;In the formula, v' n+1 (t+1)——indicates the speed prediction of the vehicle in front at time t+1;

dn(t)——表示在t时刻,本车n车与前车n+1的空格数;d n (t)——indicates the number of spaces between the vehicle n and the vehicle in front at time t;

步骤三:随机慢化,Step 3: Random slowing down,

由于各种不确定因素(如路面状况不好,驾驶员心态不同等)造成的车辆减速,当速度小于某一阈值时,车辆不进行减速;大于某一阈值时,以一定概率采取减速措施;When the vehicle decelerates due to various uncertain factors (such as bad road conditions, different driver mentality, etc.), when the speed is less than a certain threshold, the vehicle will not decelerate; when it is greater than a certain threshold, deceleration measures will be taken with a certain probability;

式中RD——表示随机概率;In the formula, RD——represents random probability;

p——表示0~1间的随机数,当p<RD时,进行随机慢化;p——represents a random number between 0 and 1. When p<RD, random slowing down is performed;

步骤四:位置更新,xn(t+1)=xn(t)+vn(t+1);车辆按照调整后的速度向前行驶;Step 4: Update the position, x n (t+1)=x n (t)+v n (t+1); the vehicle moves forward at the adjusted speed;

(2).双车道元胞自动机建模规则(2). Modeling rules of two-lane cellular automata

双车道可换道模型车辆的运动过程,按照“换道-加速-减速-随机慢化-位置更新”的顺序演变,换道后车辆在各自车道上按照单车道更新规则运行The movement process of the two-lane changeable model vehicle evolves in the order of "lane change-acceleration-deceleration-random slowing-position update". After the lane change, the vehicles run in their respective lanes according to the single-lane update rule

换道规则如下:The rules for changing lanes are as follows:

式中dnother——表示另一车道在n车位置与此车道前车n+1车间的空格数;In the formula, d nother —indicates the number of spaces between the position of car n in another lane and the car n+1 in front of this lane;

dnback——表示该车道n车与n-1车间的空格数;d nback ——indicates the number of spaces between n cars and n-1 workshops in this lane;

vi,n+1(t)——表示t时刻,n+1辆车在i车道的速度;v i,n+1 (t)——Indicates the speed of n+1 vehicles in lane i at time t;

车辆按照上述规则运行更新,从而分析交通流特性。Vehicles run updates according to the above rules to analyze traffic flow characteristics.

本发明提出的方法,增加了对前车速度及换道情况的预测,能有效对交通场景中的交通流进行仿真,提高交通仿真的真实性。结果表明:采用本方法下的车联网环境下车辆具有更高的运行速度,极大地提高道路通行能力,改善交通状况。The method proposed by the invention increases the prediction of the speed of the vehicle in front and the situation of changing lanes, can effectively simulate the traffic flow in the traffic scene, and improves the authenticity of the traffic simulation. The results show that the vehicle has a higher running speed under the Internet of Vehicles environment using this method, which greatly improves the road capacity and improves the traffic condition.

附图说明Description of drawings

图1为在MATLAB环境下的系统运行界面-单车道系统运行环境图;Fig. 1 is the system operation interface under the MATLAB environment-the single-lane system operation environment diagram;

图2为在MATLAB环境下的系统运行界面-双车道系统运行环境图;Fig. 2 is the system operating interface-two-lane system operating environment diagram under the MATLAB environment;

图3为双车道换道示意图;Figure 3 is a schematic diagram of a two-lane lane change;

图4为p=0.3,k=0.05的时空图;Fig. 4 is p=0.3, the space-time diagram of k=0.05;

图5为p=0.3,k=0.2的时空图;Fig. 5 is p=0.3, the space-time diagram of k=0.2;

图6为p=0.3,k=0.4的时空图;Fig. 6 is p=0.3, the space-time diagram of k=0.4;

图7为p=0.1,k=0.02的时空图;Fig. 7 is p=0.1, the space-time diagram of k=0.02;

图8为p=0.1,k=0.2的时空图;Fig. 8 is p=0.1, the space-time diagram of k=0.2;

图9为p=0.1,k=0.4的时空图;Fig. 9 is p=0.1, the space-time diagram of k=0.4;

图10为p=0.5,k=0.02的时空图;Fig. 10 is p=0.5, the space-time diagram of k=0.02;

图11为p=0.5,k=0.2的时空图;Fig. 11 is p=0.5, the space-time diagram of k=0.2;

图12为p=0.5,k=0.4的时空图;Fig. 12 is p=0.5, the space-time diagram of k=0.4;

图13为不同慢化条件下流量-密度图;Figure 13 is a flow-density diagram under different moderation conditions;

图14为不同慢化条件下速度-密度图;Figure 14 is a velocity-density diagram under different moderation conditions;

图15为换道概率模型图。Figure 15 is a diagram of the lane change probability model.

具体实施方式detailed description

下面根据说明书附图举例对本发明做进一步说明:Below according to the accompanying drawings of description, the present invention will be further described by way of example:

实施例1Example 1

一种车联网环境下的交通流元胞自动机建模方法,对道路条件作出如下界定:车辆由驾驶员控制;每个车辆元胞可以与前方进行通信,获取前车准确行驶信息,并将自身交通信息与后车进行通信;驾驶员根据获取的准确交通环境信息做出正确的判断和决策,方法如下:A cellular automata modeling method for traffic flow in the Internet of Vehicles environment. The road conditions are defined as follows: the vehicle is controlled by the driver; each vehicle cell can communicate with the front to obtain accurate driving information of the vehicle in front, and The traffic information of oneself communicates with the vehicle behind; the driver makes correct judgments and decisions based on the acquired accurate traffic environment information, the method is as follows:

(1).单车道元胞自动机建模规则(1). Modeling rules of single-lane cellular automata

步骤一:加速,vn(t+1)=min(vn(t)+1,vmax)对应于现实生活中,司机期望以最大速度行驶的特性;Step 1: Acceleration, v n (t+1)=min(v n (t)+1,v max ) corresponds to the characteristic that the driver expects to drive at the maximum speed in real life;

步骤二:减速,Step two: slow down,

vn(t+1)=min(vn(t+1),dn+v'n+1(t+1))v n (t+1)=min(v n (t+1),d n +v' n+1 (t+1))

v'n+1(t+1)=min(vn+1(t),vmax-1,dn+1(t))v' n+1 (t+1)=min(v n+1 (t),v max -1,d n+1 (t))

驾驶员为了躲避与前车相撞而采取减速措施,因车联网环境对于车速及车辆位置的透明化,使两车间最小间距变为t时刻两车间距与前车在t+1时刻的速度值之和;The driver takes deceleration measures in order to avoid a collision with the vehicle in front. Due to the transparency of the vehicle speed and vehicle position in the Internet of Vehicles environment, the minimum distance between the two vehicles becomes the distance between the two vehicles at time t and the speed value of the vehicle in front at time t+1 Sum;

式中v'n+1(t+1)——表示前车在t+1时刻的速度预测;In the formula, v' n+1 (t+1)——indicates the speed prediction of the vehicle in front at time t+1;

dn(t)——表示在t时刻,本车n车与前车n+1的空格数;d n (t)——indicates the number of spaces between the vehicle n and the vehicle in front at time t;

步骤三:随机慢化,Step 3: Random slowing down,

由于各种不确定因素(如路面状况不好,驾驶员心态不同等)造成的车辆减速,当速度小于某一阈值时,车辆不进行减速;大于某一阈值时,以一定概率采取减速措施;When the vehicle decelerates due to various uncertain factors (such as bad road conditions, different driver mentality, etc.), when the speed is less than a certain threshold, the vehicle will not decelerate; when it is greater than a certain threshold, deceleration measures will be taken with a certain probability;

式中RD——表示随机概率;In the formula, RD——represents random probability;

p——表示0~1间的随机数,当p<RD时,进行随机慢化;p——represents a random number between 0 and 1. When p<RD, random slowing down is performed;

步骤四:位置更新,xn(t+1)=xn(t)+vn(t+1);车辆按照调整后的速度向前行驶;Step 4: Update the position, x n (t+1)=x n (t)+v n (t+1); the vehicle moves forward at the adjusted speed;

(2).双车道元胞自动机建模规则(2). Modeling rules of two-lane cellular automata

双车道可换道模型车辆的运动过程,按照“换道-加速-减速-随机慢化-位置更新”的顺序演变,换道后车辆在各自车道上按照单车道更新规则运行The movement process of the two-lane changeable model vehicle evolves in the order of "lane change-acceleration-deceleration-random slowing-position update". After the lane change, the vehicles run in their respective lanes according to the single-lane update rule

换道规则如下:The rules for changing lanes are as follows:

式中dnother——表示另一车道在n车位置与此车道前车n+1车间的空格数;In the formula, d nother —indicates the number of spaces between the position of car n in another lane and the car n+1 in front of this lane;

dnback——表示该车道n车与n-1车间的空格数;d nback ——indicates the number of spaces between n cars and n-1 workshops in this lane;

vi,n+1(t)——表示t时刻,n+1辆车在i车道的速度;v i,n+1 (t)——Indicates the speed of n+1 vehicles in lane i at time t;

车辆按照上述规则运行更新,从而分析交通流特性。Vehicles run updates according to the above rules to analyze traffic flow characteristics.

实施例2Example 2

车联网环境下元胞自动机仿真分析Simulation Analysis of Cellular Automata under the Environment of Internet of Vehicles

(一)仿真环境设置方法(1) Simulation environment setting method

按照上述介绍的规则,用MATLAB搭建一条模拟路段。在仿真初始时刻,系统初始化了车辆的位置信息以及速度信息,仿真开始后,在每一仿真步长中,按照模型规则对车辆的位置和速度进行更新,直到仿真时间结束。According to the rules introduced above, use MATLAB to build a simulated road section. At the initial moment of the simulation, the system initializes the vehicle's position information and speed information. After the simulation starts, in each simulation step, the vehicle's position and speed are updated according to the model rules until the simulation time ends.

以单车道模型为例说明。基于MATLAB矩阵的思想和图像处理模块,用1x100的矩阵表示单车道的道路元胞,以值1表示有车,值0表示无车,即所仿真的道路由100个元胞组成,每个元胞长5m,最大速度vmax=5。图1为在MATLAB环境下的系统运行界面,其中黑色表示一条单车道,白色的点表示该元胞位置上有车辆。Run按键表示开始仿真,Stop按键表示停止仿真,Quit按键表示退出仿真,其中左上角的数字记录了系统仿真的时间。Take the single-lane model as an example. Based on the idea of MATLAB matrix and image processing module, a 1x100 matrix is used to represent a single-lane road cell, and a value of 1 indicates that there is a car, and a value of 0 indicates that there is no car, that is, the simulated road is composed of 100 cells, each cell The cell length is 5m, and the maximum velocity v max =5. Figure 1 is the system operation interface in the MATLAB environment, where black represents a single lane, and white dots represent vehicles at the position of the cell. The Run button means to start the simulation, the Stop button means to stop the simulation, and the Quit button means to exit the simulation, and the number in the upper left corner records the time of the system simulation.

以下仿真采用细化模型,得出结论。所谓细化元胞模型就是把道路元胞细化,使每个元胞所代表的长度变短,车辆占用的元胞数也就相应变大。The following simulations use the refined model to draw conclusions. The so-called cell model is to cellize the road, so that the length represented by each cell becomes shorter, and the number of cells occupied by vehicles increases accordingly.

(二)仿真结果分析(2) Simulation result analysis

(1)细化单车道模型仿真结果分析----时空图(1) Analysis of the simulation results of the refined single-lane model----space-time diagram

仿真环境:道路由1000个元胞组成,其他参数与细化单车道模型相同。Simulation environment: The road is composed of 1000 cells, and other parameters are the same as the refined single-lane model.

图4-图12为不同慢化概率下,在密度为0.2、0.3、0.5时车联网环境下的细化模型时空图。从图中可知,随着密度增加,车流进入亚稳态区域;在相同密度条件下,随着慢化概率增加,时走时停的交通现象越明显。当密度很小时,车辆处于自由行驶的状态,慢化概率对交通状况影响不明显;密度增加至一定程度时,交通流达到亚稳定状态,此时车辆运行状态混乱,慢化概率对车辆运行产生很大的影响;随着交通流密度进一步增大,道路拥堵严重,车辆行驶受到很大阻碍,慢化概率对其影响也不明显。Figures 4-12 are the time-space diagrams of the refined model in the Internet of Vehicles environment when the densities are 0.2, 0.3, and 0.5 under different moderation probabilities. It can be seen from the figure that as the density increases, the traffic flow enters the metastable region; under the same density condition, as the slowing down probability increases, the traffic phenomenon of stopping and going becomes more obvious. When the density is small, the vehicle is in the state of free driving, and the slowdown probability has no obvious influence on the traffic condition; when the density increases to a certain level, the traffic flow reaches a metastable state, and the vehicle running state is chaotic at this time, and the slowdown probability has a great impact on the vehicle operation. With the further increase of traffic flow density and serious road congestion, the driving of vehicles is greatly hindered, and the slowdown probability has no obvious impact on it.

(2)细化单车道模型仿真结果分析----流量-密度关系分析(2) Analysis of the simulation results of the refined single-lane model--analysis of the flow-density relationship

图13列出了NS模型和车联网环境下的改进模型的流量-密度图,两者的初始条件完全相同(路长200,最大速度为12)。NS模型的慢化概率是p=0.3,本文给出的改进模型的慢化概率分别为p=0.1、p=0.3、p=0.5。Figure 13 lists the traffic-density diagrams of the NS model and the improved model in the Internet of Vehicles environment. The initial conditions of the two are exactly the same (the road length is 200, and the maximum speed is 12). The moderation probability of the NS model is p=0.3, and the moderation probabilities of the improved models given in this paper are p=0.1, p=0.3, and p=0.5 respectively.

由图知,NS环境下,临界密度和最大车流量都较小。对比不同慢化条件下(p=0.1、p=0.3、p=0.5)车联网环境的改进模型的曲线,可看出,当车流密度较低或者较高时,慢化概率对交通流量的影响不显著。这是因为当车流密度较小时,道路上的车辆少,车头间距大,某辆车的随机慢化不会影响其他车辆的正常行驶;当车流密度过大时,由于车头间距小,整体运行速度低,随机慢化概率的变化已经影响不到整体流量的变化。密度在0.1-0.7之间时,在相同密度条件下,随着随机慢化概率增大,流量有明显下降,临界密度值也由0.37降低至0.3。It can be seen from the figure that under the NS environment, the critical density and the maximum traffic flow are both small. Comparing the curves of the improved model of the Internet of Vehicles environment under different slowing conditions (p=0.1, p=0.3, p=0.5), it can be seen that when the traffic density is low or high, the influence of the slowing probability on the traffic flow Not obvious. This is because when the traffic density is low, there are few vehicles on the road and the distance between the fronts is large, the random slowing of a certain car will not affect the normal driving of other vehicles; when the traffic density is too high, the overall running speed Low, the change of the random slowdown probability has no effect on the change of the overall traffic. When the density is between 0.1 and 0.7, under the same density condition, as the probability of random slowing increases, the flow rate decreases obviously, and the critical density value also decreases from 0.37 to 0.3.

(3)细化单车道模型仿真结果分析----速度-密度关系分析(3) Analysis of the simulation results of the refined single-lane model--analysis of the relationship between speed and density

图14列出了NS模型与车联网环境下的改进模型的速度-密度图,两者的初始条件完全相同(路长200,最大速度为12)。由图可知,在传统NS环境下具有更低的速度,且速度对密度变化较敏感。对比不同慢化条件下车联网改进模型的速度-密度曲线,可知相同条件下,慢化概率越大,速度越小。当密度较小(低于0.1)或者较大(高于0.7)时,慢化概率对其影响可忽略。Figure 14 lists the speed-density diagrams of the NS model and the improved model in the Internet of Vehicles environment. The initial conditions of the two are exactly the same (the road length is 200, and the maximum speed is 12). It can be seen from the figure that the traditional NS environment has a lower speed, and the speed is more sensitive to density changes. Comparing the speed-density curves of the improved model of Internet of Vehicles under different slowing conditions, it can be seen that under the same conditions, the greater the slowing probability, the smaller the speed. When the density is small (less than 0.1) or large (above 0.7), the slowdown probability has negligible influence on it.

(4)细化双车道模型仿真分析(4) Simulation analysis of refined dual-lane model

针对双车道的换道模型,不断改变车辆的到达率即路段的交通量,采用换道概率来表征车联网环境下车辆的换道情况,如图15。For the two-lane lane-changing model, the arrival rate of vehicles, that is, the traffic volume of the road section, is constantly changed, and the lane-changing probability is used to represent the lane-changing situation of vehicles in the Internet of Vehicles environment, as shown in Figure 15.

由图可知,当流量比较小时,道路上的车辆分布非常均匀,车与车之间的空位基本保持为vmax,此时车辆并不需要换道,双车道也就变成了两条相互独立的单车道。随着流量的继续增大,车辆的有序分布由于流量的增大逐渐受到抑制。间距分布混乱的时候会产生满足换道的条件,车辆换道的概率会随之增大。随着流量的进一步增加,交通流会进入亚稳态,此时的交通状况比较混乱,有可能导致出现换道概率局部最大值的现象。当流量再继续增大时,车辆间的间距都变小,换道的机会也随之减小,换道概率也就逐渐下降了。It can be seen from the figure that when the flow rate is relatively small, the distribution of vehicles on the road is very uniform, and the space between vehicles is basically kept at v max . bike lane. As the flow continues to increase, the orderly distribution of vehicles is gradually suppressed due to the increase in flow. When the spacing distribution is chaotic, the conditions for lane change will be met, and the probability of vehicle lane change will increase accordingly. With the further increase of the traffic flow, the traffic flow will enter a metastable state, and the traffic situation at this time is relatively chaotic, which may lead to the local maximum of the lane change probability. When the traffic continues to increase, the distance between vehicles becomes smaller, the chance of changing lanes also decreases, and the probability of changing lanes gradually decreases.

由于车联网环境下对路况信息相对透明化,对路况判断准确,所以随着密度增加,较普通环境有更大的换道几率。Due to the relative transparency of road condition information and accurate judgment of road conditions in the Internet of Vehicles environment, as the density increases, there is a greater chance of changing lanes than in ordinary environments.

Claims (1)

1.一种车联网环境下的交通流元胞自动机建模方法,对道路条件作出如下界定:车辆由驾驶员控制;每个车辆元胞可以与前方进行通信,获取前车准确行驶信息,并将自身交通信息与后车进行通信;驾驶员根据获取的准确交通环境信息做出正确的判断和决策,其特征在于,方法如下:1. A traffic flow cellular automata modeling method in the Internet of Vehicles environment, which defines the road conditions as follows: the vehicle is controlled by the driver; each vehicle cell can communicate with the front to obtain accurate driving information of the vehicle in front, And communicate the own traffic information with the vehicle behind; the driver makes correct judgment and decision according to the acquired accurate traffic environment information, characterized in that the method is as follows: (1)单车道元胞自动机建模规则(1) Modeling rules of single-lane cellular automata 步骤一:加速,vn(t+1)=min(vn(t)+1,vmax)对应于现实生活中,司机期望以最大速度行驶的特性;Step 1: Acceleration, v n (t+1)=min(v n (t)+1,v max ) corresponds to the characteristic that the driver expects to drive at the maximum speed in real life; 步骤二:减速,Step two: slow down, vn(t+1)=min(vn(t+1),dn+v'n+1(t+1))v n (t+1)=min(v n (t+1),d n +v' n+1 (t+1)) v'n+1(t+1)=min(vn+1(t),vmax-1,dn+1(t))v' n+1 (t+1)=min(v n+1 (t),v max -1,d n+1 (t)) 驾驶员为了躲避与前车相撞而采取减速措施,因车联网环境对于车速及车辆位置的透明化,使两车间最小间距变为t时刻两车间距与前车在t+1时刻的速度值之和;The driver takes deceleration measures in order to avoid a collision with the vehicle in front. Due to the transparency of the vehicle speed and vehicle position in the Internet of Vehicles environment, the minimum distance between the two vehicles becomes the distance between the two vehicles at time t and the speed value of the vehicle in front at time t+1 Sum; 式中v'n+1(t+1)——表示前车在t+1时刻的速度预测;In the formula, v' n+1 (t+1)——indicates the speed prediction of the vehicle in front at time t+1; dn(t)——表示在t时刻,本车n车与前车n+1的空格数;d n (t)——indicates the number of spaces between the vehicle n and the vehicle in front at time t; 步骤三:随机慢化,Step 3: Random slowing down, 由于各种不确定因素(如路面状况不好,驾驶员心态不同等)造成的车辆减速,当速度小于某一阈值时,车辆不进行减速;大于某一阈值时,以一定概率采取减速措施;When the vehicle decelerates due to various uncertain factors (such as bad road conditions, different driver mentality, etc.), when the speed is less than a certain threshold, the vehicle will not decelerate; when it is greater than a certain threshold, deceleration measures will be taken with a certain probability; 式中RD——表示随机概率;In the formula, RD——represents random probability; p——表示0~1间的随机数,当p<RD时,进行随机慢化;p——represents a random number between 0 and 1. When p<RD, random slowing down is performed; 步骤四:位置更新,xn(t+1)=xn(t)+vn(t+1);车辆按照调整后的速度向前行驶;Step 4: Update the position, x n (t+1)=x n (t)+v n (t+1); the vehicle moves forward at the adjusted speed; (2)双车道元胞自动机建模规则(2) Modeling rules of two-lane cellular automata 双车道可换道模型车辆的运动过程,按照“换道-加速-减速-随机慢化-位置更新”的顺序演变,换道后车辆在各自车道上按照单车道更新规则运行The movement process of the two-lane changeable model vehicle evolves in the order of "lane change-acceleration-deceleration-random slowing-position update". After the lane change, the vehicles run in their respective lanes according to the single-lane update rule 换道规则如下:The rules for changing lanes are as follows: dd nno ++ vv ii ,, nno ++ 11 (( tt )) << mm ii nno (( vv nno ++ 11 ,, vv mm aa xx )) dd nno oo tt hh ee rr ++ vv 33 -- ii ,, nno ++ 11 >> dd nno ++ vv ii ,, nno ++ 11 (( tt )) dd nno bb aa cc kk >> minmin (( vv 33 -- ii ,, nno -- 11 ++ 11 ,, vv maxmax )) 式中dnother——表示另一车道在n车位置与此车道前车n+1车间的空格数;In the formula, d nother —indicates the number of spaces between the position of car n in another lane and the car n+1 in front of this lane; dnback——表示该车道n车与n-1车间的空格数;d nback ——indicates the number of spaces between n cars and n-1 workshops in this lane; vi,n+1(t)——表示t时刻,n+1辆车在i车道的速度;v i,n+1 (t)——Indicates the speed of n+1 vehicles in lane i at time t; 车辆按照上述规则运行更新,从而分析交通流特性。The vehicle runs updates according to the above rules to analyze the traffic flow characteristics.
CN201710130994.2A 2017-03-07 2017-03-07 Traffic flow cellular automaton modeling method under car networking environment Pending CN106652564A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710130994.2A CN106652564A (en) 2017-03-07 2017-03-07 Traffic flow cellular automaton modeling method under car networking environment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710130994.2A CN106652564A (en) 2017-03-07 2017-03-07 Traffic flow cellular automaton modeling method under car networking environment

Publications (1)

Publication Number Publication Date
CN106652564A true CN106652564A (en) 2017-05-10

Family

ID=58847254

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710130994.2A Pending CN106652564A (en) 2017-03-07 2017-03-07 Traffic flow cellular automaton modeling method under car networking environment

Country Status (1)

Country Link
CN (1) CN106652564A (en)

Cited By (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107301289A (en) * 2017-06-20 2017-10-27 南京邮电大学 A kind of implementation method of the Cellular Automata Model of Traffic Flow based on intelligent game
CN109002595A (en) * 2018-06-27 2018-12-14 东南大学 Simulate the two-way traffic cellular automata microscopic traffic simulation method of dynamic lane-change behavior
CN109284527A (en) * 2018-07-26 2019-01-29 福州大学 A method for simulating traffic flow in urban road sections
CN109543255A (en) * 2018-11-07 2019-03-29 广东技术师范学院 A kind of construction method of two-way traffic traffic circle cellular Automation Model
CN110070710A (en) * 2019-04-09 2019-07-30 浙江工业大学 Road network traffic flow characteristic Simulation method based on TASEP model
CN110119528A (en) * 2019-03-28 2019-08-13 长安大学 A kind of random traffic flow simulation system of bridge based on intelligent body cellular automata
CN110472271A (en) * 2019-07-01 2019-11-19 电子科技大学 A kind of non-motorized lane Mixed contact construction method of microscopic traffic simulation
CN110910642A (en) * 2019-12-02 2020-03-24 安徽百诚慧通科技有限公司 Bus route analysis method considering hybrid traffic system
CN111127953A (en) * 2020-01-10 2020-05-08 长沙理工大学 A method for merging vehicles on ramps based on networked autonomous driving environment
CN111243309A (en) * 2020-01-10 2020-06-05 北京航空航天大学 Expressway traffic flow full-sample trajectory reconstruction method based on automatic driving vehicle movement detection
CN111754769A (en) * 2020-05-22 2020-10-09 浙江工业大学 Simulation method of road network traffic flow characteristics based on Manhattan urban network with long-range edges
CN112216148A (en) * 2020-09-21 2021-01-12 西安工程大学 Lane changing guiding method for double-lane vehicle under vehicle-road cooperation
CN112711796A (en) * 2020-12-24 2021-04-27 河海大学 Urban expressway vehicle lane change simulation experiment method introducing virtual lane
CN113099419A (en) * 2021-04-18 2021-07-09 温州大学 Method for improving communication connectivity of Internet of vehicles based on double-lane grid hydrodynamics
CN113313939A (en) * 2021-05-14 2021-08-27 河海大学 Single lane cellular automata model simulation method considering acceleration continuity
CN113838287A (en) * 2021-10-18 2021-12-24 清华大学深圳国际研究生院 Method and device for judging mixed traffic flow state in internet automatic driving environment
CN114582127A (en) * 2022-03-07 2022-06-03 中国公路工程咨询集团有限公司 Traffic flow model simulation method and system and abnormal traffic event prediction method
CN115601958A (en) * 2022-07-22 2023-01-13 广州大学(Cn) Internet-of-vehicles traffic flow modeling method based on continuous cellular automaton
CN117690288A (en) * 2023-11-23 2024-03-12 中山大学·深圳 Mixed traffic flow simulation method and system considering bus stops

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102968541A (en) * 2012-12-11 2013-03-13 东南大学 Traffic flow microscopic simulation method based on car following behavior
US8520695B1 (en) * 2012-04-24 2013-08-27 Zetta Research and Development LLC—ForC Series Time-slot-based system and method of inter-vehicle communication
CN103902778A (en) * 2014-04-04 2014-07-02 天津市市政工程设计研究院 Microscopic simulation method for matching wharf stockpiling volume and berthing capability
CN104298829A (en) * 2014-10-14 2015-01-21 浙江师范大学 Cellular automaton model based urban road network traffic flow simulation design method

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8520695B1 (en) * 2012-04-24 2013-08-27 Zetta Research and Development LLC—ForC Series Time-slot-based system and method of inter-vehicle communication
CN102968541A (en) * 2012-12-11 2013-03-13 东南大学 Traffic flow microscopic simulation method based on car following behavior
CN103902778A (en) * 2014-04-04 2014-07-02 天津市市政工程设计研究院 Microscopic simulation method for matching wharf stockpiling volume and berthing capability
CN104298829A (en) * 2014-10-14 2015-01-21 浙江师范大学 Cellular automaton model based urban road network traffic flow simulation design method

Cited By (26)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107301289B (en) * 2017-06-20 2020-11-13 南京邮电大学 A Realization Method of Traffic Flow Cellular Automata Model Based on Intelligent Game
CN107301289A (en) * 2017-06-20 2017-10-27 南京邮电大学 A kind of implementation method of the Cellular Automata Model of Traffic Flow based on intelligent game
CN109002595A (en) * 2018-06-27 2018-12-14 东南大学 Simulate the two-way traffic cellular automata microscopic traffic simulation method of dynamic lane-change behavior
CN109002595B (en) * 2018-06-27 2021-10-19 东南大学 Two-lane cellular automata microscopic traffic simulation method for simulating dynamic lane-changing behavior
CN109284527A (en) * 2018-07-26 2019-01-29 福州大学 A method for simulating traffic flow in urban road sections
CN109284527B (en) * 2018-07-26 2022-06-10 福州大学 A method for simulating traffic flow in urban road sections
CN109543255A (en) * 2018-11-07 2019-03-29 广东技术师范学院 A kind of construction method of two-way traffic traffic circle cellular Automation Model
CN109543255B (en) * 2018-11-07 2024-03-08 广东技术师范大学 Construction method of cellular automaton model of double-lane annular intersection
CN110119528A (en) * 2019-03-28 2019-08-13 长安大学 A kind of random traffic flow simulation system of bridge based on intelligent body cellular automata
CN110119528B (en) * 2019-03-28 2022-10-04 长安大学 A Bridge Stochastic Vehicle Flow Simulation System Based on Intelligent Cellular Automata
CN110070710A (en) * 2019-04-09 2019-07-30 浙江工业大学 Road network traffic flow characteristic Simulation method based on TASEP model
CN110472271A (en) * 2019-07-01 2019-11-19 电子科技大学 A kind of non-motorized lane Mixed contact construction method of microscopic traffic simulation
CN110910642A (en) * 2019-12-02 2020-03-24 安徽百诚慧通科技有限公司 Bus route analysis method considering hybrid traffic system
CN111243309A (en) * 2020-01-10 2020-06-05 北京航空航天大学 Expressway traffic flow full-sample trajectory reconstruction method based on automatic driving vehicle movement detection
CN111127953A (en) * 2020-01-10 2020-05-08 长沙理工大学 A method for merging vehicles on ramps based on networked autonomous driving environment
CN111754769A (en) * 2020-05-22 2020-10-09 浙江工业大学 Simulation method of road network traffic flow characteristics based on Manhattan urban network with long-range edges
CN112216148A (en) * 2020-09-21 2021-01-12 西安工程大学 Lane changing guiding method for double-lane vehicle under vehicle-road cooperation
CN112711796A (en) * 2020-12-24 2021-04-27 河海大学 Urban expressway vehicle lane change simulation experiment method introducing virtual lane
CN113099419B (en) * 2021-04-18 2022-09-13 温州大学 Method for improving communication connectivity of Internet of vehicles based on double-lane grid hydrodynamics
CN113099419A (en) * 2021-04-18 2021-07-09 温州大学 Method for improving communication connectivity of Internet of vehicles based on double-lane grid hydrodynamics
CN113313939A (en) * 2021-05-14 2021-08-27 河海大学 Single lane cellular automata model simulation method considering acceleration continuity
CN113838287A (en) * 2021-10-18 2021-12-24 清华大学深圳国际研究生院 Method and device for judging mixed traffic flow state in internet automatic driving environment
CN114582127A (en) * 2022-03-07 2022-06-03 中国公路工程咨询集团有限公司 Traffic flow model simulation method and system and abnormal traffic event prediction method
CN115601958A (en) * 2022-07-22 2023-01-13 广州大学(Cn) Internet-of-vehicles traffic flow modeling method based on continuous cellular automaton
CN117690288A (en) * 2023-11-23 2024-03-12 中山大学·深圳 Mixed traffic flow simulation method and system considering bus stops
CN117690288B (en) * 2023-11-23 2024-08-16 中山大学·深圳 A mixed traffic flow simulation method and system considering bus stops

Similar Documents

Publication Publication Date Title
CN106652564A (en) Traffic flow cellular automaton modeling method under car networking environment
CN106991251B (en) Cellular machine simulation method for highway traffic flow
CN113096416B (en) A dynamic coordinated control method for variable speed limit of autonomous driving lanes and general lanes in merging areas on expressways
CN110851995B (en) Mixed traffic flow following system and simulation method
CN111104969A (en) A method for predicting the possibility of collision between unmanned vehicles and surrounding vehicles
Wu et al. Comparison of proposed countermeasures for dilemma zone at signalized intersections based on cellular automata simulations
CN103225246B (en) Method for confirming optimal distance of weaving sections of large hub interchanges
CN112201070B (en) Deep learning-based automatic driving expressway bottleneck section behavior decision method
CN114162145A (en) Automatic vehicle driving method and device and electronic equipment
CN106530691A (en) Hybrid vehicle model multilane cellular automaton model considering vehicle occupancy space
CN111489554A (en) Urban road traffic accident prevention and control analysis method based on Bow-tie model
CN112216148B (en) Lane changing guidance method for two-lane vehicle under vehicle-road coordination
CN114582127A (en) Traffic flow model simulation method and system and abnormal traffic event prediction method
CN110119528A (en) A kind of random traffic flow simulation system of bridge based on intelligent body cellular automata
CN117690288B (en) A mixed traffic flow simulation method and system considering bus stops
CN108665069A (en) A kind of unexpected incidents trigger mechanism for unmanned vehicle training simulation
Kim et al. Mitigation of self-organized traffic jams using cooperative adaptive cruise control
Wang et al. Multi-lane changing model with coupling driving intention and inclination
CN113268857B (en) Urban expressway interweaving area microscopic traffic simulation method and device based on multiple intelligent agents
CN117252009A (en) Simulation analysis method for tunnel traffic state under tunnel disaster scene
Chen et al. Platoon separation strategy optimization method based on deep cognition of a driver’s behavior at signalized intersections
Ke et al. Lane-changing decision model for connected and automated vehicle based on back-propagation neural network
CN108022423A (en) A kind of municipal construction section vehicle lane change point under CA models Forecasting Methodology day by day
CN115426149A (en) Traffic state adversarial perturbation generation method for single intersection signal light control based on Jacobian saliency map
Hua A new car-following model considering recurrent neural network

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20170510

RJ01 Rejection of invention patent application after publication