Balanced vehicular traffic at a bottleneck

DOI10.1016/j.mcm.2008.01.006zbMath1165.90378arXivphysics/0609237OpenAlexW2168522070MaRDI QIDQ2389958

Wolfram Mauser, Salissou Moutari, Florian Siebel, Michel Rascle

Publication date: 20 July 2009

Published in: Mathematical and Computer Modelling (Search for Journal in Brave)

Full work available at URL: https://arxiv.org/abs/physics/0609237

zbMATH Keywords

Riemann problemsynchronized flowcapacity dropmacroscopic traffic modelhighway bottleneck

Mathematics Subject Classification ID

Second-order nonlinear hyperbolic equations (35L70) Traffic problems in operations research (90B20)

Related Items (5)

Pareto-Optimal Coupling Conditions for the Aw--Rascle--Zhang Traffic Flow Model at Junctions ⋮ Capacity drop and traffic control for a second order traffic model ⋮ A combined first and second order model for a junction with ramp buffer ⋮ Kinetic description of bottleneck effects in traffic flow ⋮ Second-Order Traffic Flow Models on Networks

Cites Work

• Optimization criteria for modelling intersections of vehicular traffic flow
• A second order model of road junctions in fluid models of traffic networks
• Extensions and Amplifications of a Traffic Model of Aw and Rascle
• Synchronized flow and wide moving jams from balanced vehicular traffic
• Coupling Conditions for a Class of Second-Order Models for Traffic Flow
• Simulating vehicular traffic in a network using dynamic routing
• Congestion on Multilane Highways
• Congestion Redux
• Resurrection of "Second Order" Models of Traffic Flow
• Traffic Flow on a Road Network Using the Aw–Rascle Model
• On the Fundamental Diagram of Traffic Flow

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