An Improved Cellular Automata Traffic Flow Model Considering Driving Styles

被引:17
作者
Feng, Tianjun [1 ,2 ]
Liu, Keyi [1 ,2 ]
Liang, Chunyan [1 ,2 ]
机构
[1] Jilin Jianzhu Univ, Sch Transportat Sci & Engn, Changchun 130118, Peoples R China
[2] Engn Res Ctr Traff Disaster Prevent & Control Cold, Changchun 130118, Peoples R China
关键词
cellular automata model; driving styles; traffic flow; traffic simulation; DRIVERS CHARACTERISTICS; ACCELERATION; CONSUMPTION; GENERATION; EMISSION; PATTERNS; VEHICLES; HIGHWAY; STATES; ROAD;
D O I
10.3390/su15020952
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
An improved cellular automata model (CA model) considering driving styles is proposed to analyze traffic flow characteristics and study traffic congestion's dissipation mechanism. The data were taken from a particular case in the Next Generation Simulation (NGSIM) program, which selected US-101 as the survey location from 7:50 a.m.-8:05 a.m. to investigate vehicle trajectory information. Different driving styles and the differences in vehicle parameters (speed, acceleration, deceleration, etc.) were obtained using principal component analysis and the k-means clustering method. The selected model was proposed for improvement based on analyzing the existing CA models and combining them with the actual road conditions. Considerations of driving styles and two operation mechanisms (over-acceleration and speed adaptation) were introduced in the improved model. The result obtained after the traffic simulation shows that the improved CA model is effective, and the mutual transformation of different traffic flow phases can be simulated. In the improved CA model, dissipating traffic congestion effectively and balancing the overall flow of the road are realized to improve the traffic capacity up to around 115% compared to the NaSch model and meet the demand of all kinds of drivers expecting to drive at the safest distance, which provides a theoretical basis for relieving traffic congestion. The various driving styles in terms of safety, comfort, and effectiveness are performed differently in the improved CA model. An aggressive driving style contributes to increasing traffic capacity up to around 181% compared to a calm driving style, while the calm style contributes to maintaining traffic flow stability.
引用
收藏
页数:19
相关论文
共 53 条
[1]   Metastable states in cellular automata for traffic flow [J].
Barlovic, R ;
Santen, L ;
Schadschneider, A ;
Schreckenberg, M .
EUROPEAN PHYSICAL JOURNAL B, 1998, 5 (03) :793-800
[2]   Energy and emissions impacts of a freeway-based dynamic eco-driving system [J].
Barth, Matthew ;
Boriboonsomsin, Kanok .
TRANSPORTATION RESEARCH PART D-TRANSPORT AND ENVIRONMENT, 2009, 14 (06) :400-410
[3]   Cellular automata models of traffic flow along a highway containing a junction [J].
Benjamin, SC ;
Johnson, NF ;
Hui, PM .
JOURNAL OF PHYSICS A-MATHEMATICAL AND GENERAL, 1996, 29 (12) :3119-3127
[4]   A simple stochastic cellular automaton for synchronized traffic flow [J].
Chmura, Thorsten ;
Herz, Benedikt ;
Knorr, Florian ;
Pitz, Thomas ;
Schreckenberg, Michael .
PHYSICA A-STATISTICAL MECHANICS AND ITS APPLICATIONS, 2014, 405 :332-337
[5]   Operation reliability for on-ramp junction of urban freeway [J].
Ci Yu-sheng ;
Wu Li-na ;
Ling Xian-zhang ;
Pei Yu-long .
JOURNAL OF CENTRAL SOUTH UNIVERSITY OF TECHNOLOGY, 2011, 18 (01) :266-270
[6]   A critical evaluation of the Next Generation Simulation (NGSIM) vehicle trajectory dataset [J].
Coifman, Benjamin ;
Li, Lizhe .
TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 2017, 105 :362-377
[7]   A FAST SIMULATION-MODEL FOR TRAFFIC FLOW ON THE BASIS OF BOOLEAN OPERATIONS [J].
CREMER, M ;
LUDWIG, J .
MATHEMATICS AND COMPUTERS IN SIMULATION, 1986, 28 (04) :297-303
[8]   Requiem for second-order fluid approximations of traffic flow [J].
Daganzo, CF .
TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 1995, 29 (04) :277-286
[9]   Network traffic control based on a mesoscopic dynamic flow model [J].
Di Gangi, Massimo ;
Cantarella, Giulio E. ;
Di Pace, Roberta ;
Memoli, Silvio .
TRANSPORTATION RESEARCH PART C-EMERGING TECHNOLOGIES, 2016, 66 :3-26
[10]   Effect of delay in restarting of stopped cars in a one-dimensional traffic model [J].
Fukui, M ;
Ishibashi, Y .
JOURNAL OF THE PHYSICAL SOCIETY OF JAPAN, 1997, 66 (02) :385-387