2007
DOI: 10.21236/ada468108
|View full text |Cite
|
Sign up to set email alerts
|

The Entropy Solutions for the Lighthill-Whitham-Richards Traffic Flow Model with a Discontinuous Flow-Density Relationship

Abstract: In this paper we explicitly construct the entropy solutions for the Lighthill-WhithamRichards (LWR) traffic flow model with a flow-density relationship which is piecewise quadratic, concave, but not continuous at the junction points where two quadratic polynomials meet, and with piecewise linear initial condition and piecewise constant boundary conditions. The existence and uniqueness of entropy solutions for such conservation laws with discontinuous fluxes are not known mathematically. We have used the approa… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
4

Citation Types

0
19
0

Year Published

2013
2013
2018
2018

Publication Types

Select...
7

Relationship

0
7

Authors

Journals

citations
Cited by 11 publications
(19 citation statements)
references
References 18 publications
0
19
0
Order By: Relevance
“…The entropy condition (EC) for the TFs was presented in [7,8]. The ECs for the LWR model of the TFs with the discontinuity [9] and the quadratic flow [10] were discussed. The ECs for the hydrodynamic model of the TFs were reported in [11].…”
Section: Introductionmentioning
confidence: 99%
“…The entropy condition (EC) for the TFs was presented in [7,8]. The ECs for the LWR model of the TFs with the discontinuity [9] and the quadratic flow [10] were discussed. The ECs for the hydrodynamic model of the TFs were reported in [11].…”
Section: Introductionmentioning
confidence: 99%
“…Lighthill, Whitham [3] and Richards [4] proposed a simple continuum macroscopic traffic flow model based on the hydrodynamic theory of fluids to describe the traffic characteristics which is popularly called as LWR model. It involves a non-linear, first-order hyperbolic partial differential equation (PDE) in space and time which can be solved either by analytical [5,6] or numerical methods [7,8]. With high performance computing facilities now-a-days, numerical solution of the PDE has been reported in many studies [7,8].…”
Section: Introductionmentioning
confidence: 99%
“…In the literature, capacity drop is modeled by discontinuous fundamental diagrams (Lu et al, 2008(Lu et al, , 2009). However, empirical observations suggest that fundamental diagrams are still continuous in steady-state traffic flow (Cassidy, 1998), and theoretical analyses show that unrealistic, infinite characteristic wave speeds can arise from a discontinuous flow-density relation (Li and Zhang, 2013).…”
Section: Introductionmentioning
confidence: 99%