An Improved CTM Model for Urban Signalized Intersections and Exploration of Traffic Evolution

In this paper is going to be proposed a Cell Transmission Model ( CTM) , its analysis and evaluation with a case study, which addresses in a detailed way the aspect of merging and diverging operations on urban arterials. All those few CTM models that have been developed so far, to model intersections, have some limitations and drawbacks. First, unlike the simple composition road networks, such as highways, urban arterials must include some complex parts called merge sand diverges, due to the fact of vibrational values of reduced capacity, reduced saturation flow rate, etc. In order to simulate an urban network/arterial it is not possible to neglect the traffic signal indication on the respective time step. The objective of this paper is to highlight the difference between the results of the original CTM and our proposed CTM and to provide evidence that the later one is better than the old one.  The proposed and formulated model will be employed through an algorithm of CTM to model a segment- arterial road of Pristina (compound from signalized intersections). For the functionalization and testing of the proposed model is build the experimental setup that is compatible with the algorithm created on C# environment. Results show that the proposed model can describe light and congested traffic condition. In light traffic conditions, in great mass traffic flow is dictated by the traffic signal status, while in medium congestion is obtained a rapid increase of the density to each cell. Fluctuations of the density from the lowest to the highest values are obvious during the first three cycles to all cells of the artery in a congested traffic state. Doi: 10.28991/cej-2021-03091659 Full Text: PDF

[1]  W. Y. Szeto,et al.  Modelling urban traffic dynamics based upon the variational formulation of kinematic waves , 2015 .

[2]  J. Barceló Fundamentals of traffic simulation , 2010 .

[3]  Carlos F. Daganzo,et al.  The Cell Transmission Model. Part I: A Simple Dynamic Representation Of Highway Traffic , 1992 .

[4]  Minghui Ma,et al.  CTM Based Real-Time Queue Length Estimation at Signalized Intersection , 2015 .

[5]  Carlos F. Daganzo,et al.  THE CELL TRANSMISSION MODEL, PART II: NETWORK TRAFFIC , 1995 .

[6]  Roberto Horowitz,et al.  Modeling, Estimation, and Control of Freeway Traffic , 2005 .

[7]  Arlinda Alimehaj Rrecaj,et al.  Estimating short time interval densities in a CTM-KF model , 2018 .

[8]  Qixin Shi,et al.  Location Specific Cell Transmission Model for Freeway Traffic , 2010 .

[9]  S. Travis Waller,et al.  Short Term Travel Time Prediction on Freeways in Conjunction with Detector Coverage Analysis , 2007 .

[10]  A. Poschinger,et al.  CTM Based Calculation of Number of Stops and Waiting Times , 2013 .

[11]  Peter Vortisch,et al.  Microscopic Traffic Flow Simulator VISSIM , 2010 .

[12]  Alinda K Aligawesa The detection and localization of traffic congestion for highway traffic systems using hybrid estimation techniques , 2009 .

[13]  Ming Xu,et al.  A traffic light extension to Cell Transmission Model for estimating urban traffic jam , 2013, 2013 IEEE 24th Annual International Symposium on Personal, Indoor, and Mobile Radio Communications (PIMRC).

[14]  M J Lighthill,et al.  On kinematic waves II. A theory of traffic flow on long crowded roads , 1955, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.

[15]  Hao Wang,et al.  Cell Transmission Model for Mixed Traffic Flow with Connected and Autonomous Vehicles , 2019 .

[16]  Li Li,et al.  Stochastic Evolutions of Dynamic Traffic Flow: Modeling and Applications , 2014 .

[17]  Kuo Cheng Huang,et al.  Traffic Simulation Model for Urban Networks: CTM-URBAN , 2011 .

[18]  R. Horowitz,et al.  Traffic density estimation with the cell transmission model , 2003, Proceedings of the 2003 American Control Conference, 2003..

[19]  C. Daganzo THE CELL TRANSMISSION MODEL.. , 1994 .

[20]  Satish V. Ukkusuri,et al.  Width-Based Cell Transmission Model for Heterogeneous and Undisciplined Traffic Streams , 2019, Transportation Research Record: Journal of the Transportation Research Board.

[21]  Ludovica Adacher,et al.  Distributed urban traffic signal optimization based on macroscopic model , 2016, 2016 Sixth International Conference on Innovative Computing Technology (INTECH).