Enhanced Lagged Cell-Transmission Model for Dynamic Traffic Assignment

The lagged cell-transmission model (L-CTM) is an enhanced version of the CTM. Both can be incorporated into a dynamic traffic assignment framework for offline transport planning and policy evaluation and online intelligent transportation system applications. In contrast to the CTM, the L-CTM adopts a nonconcave flow-density relation, which can be used to predict the existence of rather dense traffic in queues coasting toward the end of the queue or to help disprove the existence of this phenomenon. However, this study shows that the L-CTM can yield unrealistic densities, namely, negative densities and densities higher than theoretical jam density, the former of which has not been addressed in the literature. To cope with these unrealistic results, this study improves the L-CTM by introducing one more term in each sending and receiving function of the model. The improved model, the enhanced L-CTM (EL-CTM), is proved to yield nonnegative densities not greater than the jam density but can still allow the use of nonconcave density relations. The EL-CTM yields Lighthill-Whitham-Richards solutions when cell lengths and time intervals tend to zero and includes the CTM and the L-CTM as special cases. The EL-CTM is also shown to give more accurate solutions than the L-CTM (and hence also the CTM) does under a small increase in computation time. Hence the EL-CTM is believed to be more suitable for both online and offline applications in the future.

[1]  P. I. Richards Shock Waves on the Highway , 1956 .

[2]  Carlos F. Daganzo,et al.  A FINITE DIFFERENCE APPROXIMATION OF THE KINEMATIC WAVE MODEL. , 1993 .

[3]  René Boel,et al.  A compositional stochastic model for real time freeway traffic simulation , 2006 .

[4]  Wen-Long Jin,et al.  Multicommodity Kinematic Wave Simulation Model for Network Traffic Flow , 2004 .

[5]  Steven Logghe,et al.  Multicommodity Link Transmission Model for Dynamic Network Loading , 2006 .

[6]  B. Ran,et al.  A LINK-BASED VARIATIONAL INEQUALITY FORMULATION OF IDEAL DYNAMIC USER-OPTIMAL ROUTE CHOICE PROBLEM , 1996 .

[7]  Terry L. Friesz,et al.  A Variational Inequality Formulation of the Dynamic Network User Equilibrium Problem , 1993, Oper. Res..

[8]  Gordon F. Newell,et al.  A SIMPLIFIED THEORY OF KINEMATIC WAVES , 1991 .

[9]  Hani S. Mahmassani,et al.  Multiple user classes real-time traffic assignment for online operations: A rolling horizon solution framework , 1995 .

[10]  Bruce N Janson CONVERGENT ALGORITHM FOR DYNAMIC TRAFFIC ASSIGNMENT , 1991 .

[11]  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.

[12]  N. C. Balijepalli,et al.  Doubly Dynamic Equilibrium Distribution Approximation Model for Dynamic Traffic Assignment , 2005 .

[13]  Carlos F. Daganzo,et al.  THE LAGGED CELL-TRANSMISSION MODEL , 1999 .

[14]  G. F. Newell A simplified theory of kinematic waves in highway traffic, part I: General theory , 1993 .

[15]  Georgia Perakis,et al.  An Analytical Model for Traffic Delays and the Dynamic User Equilibrium Problem , 2006, Oper. Res..

[16]  Mike Smith,et al.  A new dynamic traffic model and the existence and calculation of dynamic user equilibria on congested capacity-constrained road networks , 1993 .

[17]  Carlos F. Daganzo,et al.  A continuum theory of traffic dynamics for freeways with special lanes , 1997 .

[18]  Michael Florian,et al.  The continuous dynamic network loading problem : A mathematical formulation and solution method , 1998 .

[19]  Hong Kam Lo,et al.  Dynamic Traffic Assignment: Review and Future Research Directions , 2005 .

[20]  Masao Kuwahara,et al.  Dynamic user optimal assignment with physical queues for a many-to-many OD pattern , 2001 .

[21]  Hai-Jun Huang,et al.  Dynamic user optimal traffic assignment model for many to one travel demand , 1995 .

[22]  Malachy Carey,et al.  Optimal Time-Varying Flows on Congested Networks , 1987, Oper. Res..

[23]  A. G. Wilson,et al.  Advances and problems in distribution modelling , 1970 .

[24]  Ciprian Alecsandru,et al.  Improvement and Evaluation of Cell-Transmission Model for Operational Analysis of Traffic Networks: Freeway Case Study , 2006 .

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

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

[27]  Sungjoon Lee,et al.  A cell transmission based assignment-simulation model for integrated freeway/surface street systems , 1996 .

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

[29]  Shing Chung Josh Wong,et al.  A predictive dynamic traffic assignment model in congested capacity-constrained road networks , 2000 .

[30]  C. Daganzo A finite difference approximation of the kinematic wave model of traffic flow , 1995 .

[31]  Carlos F. Daganzo,et al.  A SIMPLE PHYSICAL PRINCIPLE FOR THE SIMULATION OF FREEWAYS WITH SPECIAL LANES AND PRIORITY VEHICLES , 1997 .