A finite difference approximation of the kinematic wave model of traffic flow
- 31 August 1995
- journal article
- Published by Elsevier in Transportation Research Part B: Methodological
- Vol. 29 (4) , 261-276
- https://doi.org/10.1016/0191-2615(95)00004-w
Abstract
No abstract availableKeywords
This publication has 12 references indexed in Scilit:
- The cell transmission model, part II: Network trafficTransportation Research Part B: Methodological, 1995
- The cell transmission model: A dynamic representation of highway traffic consistent with the hydrodynamic theoryTransportation Research Part B: Methodological, 1994
- A simplified theory of kinematic waves in highway traffic, part I: General theoryTransportation Research Part B: Methodological, 1993
- Comments on traffic dynamicsTransportation Research Part B: Methodological, 1989
- Analysis of interrupted traffic flow by finite difference methodsTransportation Research Part B: Methodological, 1984
- Multilane traffic flow dynamics: Some macroscopic considerationsTransportation Research Part B: Methodological, 1984
- A transportation network evacuation modelTransportation Research Part A: General, 1982
- Mathematical models for landform evolutionJournal of Geophysical Research, 1972
- Propagation of on-ramp density perturbations on unidirectional two- and three-lane freewaysTransportation Research, 1971
- Weak solutions of nonlinear hyperbolic equations and their numerical computationCommunications on Pure and Applied Mathematics, 1954