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Article: Steady-state solution to the LWR model on a single origin-destination parallel road network
Title | Steady-state solution to the LWR model on a single origin-destination parallel road network |
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Authors | |
Keywords | bottleneck effects composite links unit Shock discontinuities static traffic assignment user-equilibrium conditions |
Issue Date | 19-Apr-2024 |
Publisher | Taylor and Francis Group |
Citation | Transportmetrica B: Transport Dynamics, 2024, v. 12, n. 1 How to Cite? |
Abstract | This paper describes the systematical study of a steady-state solution to the Lighthill-Witham-Richards (LWR) model on a single origin-destination parallel road network, in which the user-equilibrium condition is satisfied and shocks on links are permitted. This study derives a novel static traffic assignment model considering the complete fundamental diagram, including the congested branch. For a composite links unit that includes a set of parallel links between two junctions, the user-equilibrium condition is discussed in detail and thus, the so-called user-equilibrium curves are defined. For a single origin-destination parallel road network, we note that shock structures must be introduced to guarantee the existence of the solution when a bottleneck exists, and thus we establish the correlation between the total number of vehicles and the steady-state solution. Moreover, the uniqueness of the solution is proved by introducing priority coefficients when shocks appear. We analytically give the complete solving procedure of the steady-state solution and thus, avoid the iterative algorithms used in other static traffic assignment models. A numerical scheme of the LWR network model is designed to converge the traffic flow into the discussed steady-state solution, by determining the percentages and priority coefficients at junctions. A numerical example is given to validate the convergence for the designed numerical scheme on a road network with two 2×22×2 junctions. |
Persistent Identifier | http://hdl.handle.net/10722/342965 |
ISSN | 2023 Impact Factor: 3.3 2023 SCImago Journal Rankings: 1.188 |
DC Field | Value | Language |
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dc.contributor.author | Lin, Zhiyang | - |
dc.contributor.author | Zhang, Peng | - |
dc.contributor.author | Guo, Mingmin | - |
dc.contributor.author | Lyu, Yupei | - |
dc.contributor.author | Jiang, Rui | - |
dc.contributor.author | Wong, SC | - |
dc.contributor.author | Zhang, Xiaoning | - |
dc.date.accessioned | 2024-05-08T02:53:00Z | - |
dc.date.available | 2024-05-08T02:53:00Z | - |
dc.date.issued | 2024-04-19 | - |
dc.identifier.citation | Transportmetrica B: Transport Dynamics, 2024, v. 12, n. 1 | - |
dc.identifier.issn | 2168-0566 | - |
dc.identifier.uri | http://hdl.handle.net/10722/342965 | - |
dc.description.abstract | <p>This paper describes the systematical study of a steady-state solution to the Lighthill-Witham-Richards (LWR) model on a single origin-destination parallel road network, in which the user-equilibrium condition is satisfied and shocks on links are permitted. This study derives a novel static traffic assignment model considering the complete fundamental diagram, including the congested branch. For a composite links unit that includes a set of parallel links between two junctions, the user-equilibrium condition is discussed in detail and thus, the so-called user-equilibrium curves are defined. For a single origin-destination parallel road network, we note that shock structures must be introduced to guarantee the existence of the solution when a bottleneck exists, and thus we establish the correlation between the total number of vehicles and the steady-state solution. Moreover, the uniqueness of the solution is proved by introducing priority coefficients when shocks appear. We analytically give the complete solving procedure of the steady-state solution and thus, avoid the iterative algorithms used in other static traffic assignment models. A numerical scheme of the LWR network model is designed to converge the traffic flow into the discussed steady-state solution, by determining the percentages and priority coefficients at junctions. A numerical example is given to validate the convergence for the designed numerical scheme on a road network with two 2×22×2 junctions.<br></p> | - |
dc.language | eng | - |
dc.publisher | Taylor and Francis Group | - |
dc.relation.ispartof | Transportmetrica B: Transport Dynamics | - |
dc.rights | This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License. | - |
dc.subject | bottleneck effects | - |
dc.subject | composite links unit | - |
dc.subject | Shock discontinuities | - |
dc.subject | static traffic assignment | - |
dc.subject | user-equilibrium conditions | - |
dc.title | Steady-state solution to the LWR model on a single origin-destination parallel road network | - |
dc.type | Article | - |
dc.description.nature | preprint | - |
dc.identifier.doi | 10.1080/21680566.2024.2341012 | - |
dc.identifier.scopus | eid_2-s2.0-85190830373 | - |
dc.identifier.volume | 12 | - |
dc.identifier.issue | 1 | - |
dc.identifier.eissn | 2168-0582 | - |
dc.identifier.issnl | 2168-0566 | - |