Variable speed limits in the link transmission model using an information propagation method

Abstract Traffic management on (smart) motorways is becoming increasingly important to extract the most out of the limited capacity that is available, especially during peak periods. Accurate modelling of traffic management measures in traffic flow simulation is therefore paramount to make accurate short, and/or long-term predictions, to aid offline and online applications. In this work we propose a novel macroscopic network loading model that supports variable speed limits (VSL). Most existing aggregate network loading models that support VSL impose speed limits instantaneously across the entire road section, ignoring the fact that only vehicles passing the speed limit sign are aware of the new limit (either by a driver seeing the signal, or in case of autonomous/connected vehicles via infrastructure-to vehicle-technology), this leads to a discrepancy between model and reality that one ideally would want to avoid. Another challenge that arises is that current state-of-the-art macroscopic network loading models, such as the link transmission model (LTM), do not track the internal state of the link while constructing their solution. This is especially useful in large-scale (macroscopic) simulations where its increased efficiency is valued highly. Unfortunately, this desirable property makes modelling traffic management measures such as VSL much more challenging. Virtually all existing methods to date rely on tracking the link’s internal state to support VSL. Therefore, very few methods exist that offer proper support for VSL in LTM. At the same time, the methods that do exist have various limitations. In this work we propose a continuous-time LTM model that address these limitations, yields exact solutions, and supports VSL. The proposed solution method is an extension of the event-based LTM of Bliemer and Raadsen (2019) and Raadsen and Bliemer (2019) which can be considered a special case with a single speed limit. Three case studies are provided to demonstrate feasibility and general applicability of the proposed method and solution algorithm.

[1]  Ahmad H. Dehwah,et al.  Analytical and grid-free solutions to the Lighthill-Whitham-Richards traffic flow model , 2011 .

[2]  Lina Kattan,et al.  Variable speed limit: an overview , 2015 .

[3]  HadiuzzamanMd.,et al.  Cell transmission model based variable speed limit control for freeways , 2013 .

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

[5]  John Gibb,et al.  Model of Traffic Flow Capacity Constraint through Nodes for Dynamic Network Loading with Queue Spillback , 2011 .

[6]  Monica Menendez,et al.  A Variational Formulation of Kinematic Waves: Bottleneck Properties and Examples , 2005 .

[7]  Stef Smulders,et al.  Control of freeway traffic flow by variable speed signs , 1990 .

[8]  Isaak Yperman,et al.  The Link Transmission Model for dynamic network loading , 2007 .

[9]  Hesham Rakha,et al.  Analysis of moving bottlenecks considering a triangular fundamental diagram , 2016 .

[10]  Markos Papageorgiou,et al.  METANET: A MACROSCOPIC SIMULATION PROGRAM FOR MOTORWAY NETWORKS , 1990 .

[11]  Gordon F. Newell,et al.  A moving bottleneck , 1998 .

[12]  W. Y. Szeto,et al.  Continuous-time link-based kinematic wave model: formulation, solution existence, and well-posedness , 2012, 1208.5141.

[13]  Chris Lee,et al.  Evaluation of Variable Speed Limits to Improve Traffic Safety , 2006 .

[14]  Rod Troutbeck,et al.  Managing Motorways and Urban Arterials in Australia: Country Report for Australia , 2016 .

[15]  Adam J. Pel,et al.  A family of macroscopic node models , 2015 .

[16]  Jean-Patrick Lebacque,et al.  Introducing Buses into First-Order Macroscopic Traffic Flow Models , 1998 .

[17]  Ennio Cascetta,et al.  Transportation Systems Analysis: Models and Applications , 2009 .

[18]  Adam Francis,et al.  Innovative weather-activated variable speed sign trial: a first for road safety in New Zealand , 2016 .

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

[20]  Ludovic Leclercq,et al.  Moving Bottlenecks in Lighthill-Whitham-Richards Model: A Unified Theory , 2004 .

[21]  Antonella Ferrara,et al.  Nonlinear optimization for freeway control using variable-speed signaling , 1999 .

[22]  Denos C. Gazis,et al.  The Moving and "Phantom" Bottlenecks , 1992, Transp. Sci..

[23]  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.

[24]  Michiel C.J. Bliemer,et al.  Continuous-time general link transmission model with simplified fanning, Part I: Theory and link model formulation , 2019, Transportation Research Part B: Methodological.

[25]  Henning Lenz,et al.  Nonlinear Speed-control for a Continuum Theory of Traffic Flow , 1999 .

[26]  Michiel C.J. Bliemer,et al.  Steady-state link travel time methods: Formulation, derivation, classification, and unification , 2019, Transportation Research Part B: Methodological.

[27]  Hong Kam Lo,et al.  Properties of Dynamic Traffic Assignment with Physical Queues , 2005 .

[28]  Michael G.H. Bell,et al.  An efficient and exact event-based algorithm for solving simplified first order dynamic network loading problems in continuous time , 2016 .

[29]  Igor Dakic,et al.  On the modeling of passenger mobility for stochastic bi-modal urban corridors , 2020, Transportation Research Part C: Emerging Technologies.

[30]  C. Daganzo A variational formulation of kinematic waves: Solution methods , 2005 .

[31]  Markos Papageorgiou,et al.  Optimal Motorway Traffic Flow Control Involving Variable Speed Limits and Ramp Metering , 2010, Transp. Sci..

[32]  Markos Papageorgiou,et al.  Delft University of Technology Resolving freeway jam waves by discrete first-order model-based predictive control of variable speed limits , 2017 .

[33]  Adam J. Pel,et al.  The link transmission model with variable fundamental diagrams and initial conditions , 2018, Transportmetrica B: Transport Dynamics.

[34]  Dirk Cattrysse,et al.  A generic class of first order node models for dynamic macroscopic simulation of traffic flows , 2011 .

[35]  Roberto Horowitz,et al.  On node models for high-dimensional road networks , 2016, 1601.01054.

[36]  Bart De Schutter,et al.  Optimal coordination of variable speed limits to suppress shock waves , 2005, IEEE Transactions on Intelligent Transportation Systems.

[37]  Bart De Schutter,et al.  Variable speed limits for area-wide reduction of emissions , 2010, 13th International IEEE Conference on Intelligent Transportation Systems.

[38]  Mohamed Abdel-Aty,et al.  An Optimal Variable Speed Limits System to Ameliorate Traffic Safety Risk , 2014 .

[39]  G. F. Newell A simplified theory of kinematic waves in highway traffic, part II: Queueing at freeway bottlenecks , 1993 .

[40]  Jorge A. Laval,et al.  Hybrid models of traffic flow : impacts of bounded vehicle accelerations , 2004 .

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

[42]  Mark P.H. Raadsen,et al.  Continuous-time general link transmission model with simplified fanning, Part II: Event-based algorithm for networks , 2018, Transportation Research Part B: Methodological.

[43]  Bart De Schutter,et al.  Macroscopic modeling of variable speed limits on freeways , 2019, Transportation Research Part C: Emerging Technologies.