scholarly journals Traffic flow models with phase transitions on road networks

2009 ◽  
Vol 4 (2) ◽  
pp. 287-301 ◽  
Author(s):  
Paola Goatin ◽  
1993 ◽  
Vol 48 (6) ◽  
pp. R4175-R4178 ◽  
Author(s):  
José A. Cuesta ◽  
Froilán C. Martínez ◽  
Juan M. Molera ◽  
Angel Sánchez

2006 ◽  
Vol 76 (4) ◽  
pp. 383-390 ◽  
Author(s):  
Rinaldo M. Colombo ◽  
Paola Goatin

2007 ◽  
Vol 66 (11) ◽  
pp. 2413-2426 ◽  
Author(s):  
Rinaldo M. Colombo ◽  
Paola Goatin ◽  
Fabio S. Priuli

2013 ◽  
Vol 24 (05) ◽  
pp. 1350018 ◽  
Author(s):  
ARVIND KUMAR GUPTA

The development of real time traffic flow models for urban road networks is of paramount importance for the purposes of optimizing and control of traffic flow. Motivated by the modeling of road networks in last decade, this paper proposes a different and simplified approach, known as section approach to model road networks in the framework of macroscopic traffic flow models. For evaluation of the traffic states on a single road, an anisotropic continuum GK-model developed by [Gupta and Katiyar, J. Phys. A38, 4069 (2005)] is used as a single-section model. This model is applied to a two-section single lane road with points of entry and exits. In place of modeling the effect of off- and on-ramps in the continuity equation, a set of special boundary condition is taken into account to treat the points of entry and exit. A four-section road network comprised of two one-lane roads is also modeled using this methodology. The performances of the section approaches are investigated and obtained results are demonstrated over simulated data for different boundary conditions.


Author(s):  
Monish Tandale ◽  
Jinwhan Kim ◽  
Karthik Palaniappan ◽  
P. K. Menon ◽  
Jay Rosenberger ◽  
...  

The traffic flow conditions in developing countries are predominantly heterogeneous. The early developed traffic flow models have been derived from fluid flow to capture the behavior of the traffic. The very first two-equation model derived from fluid flow is known as the Payne-Whitham or PW Model. Along with the traffic flow, this model also captures the traffic acceleration. However, the PW model adopts a constant driver behavior which cannot be ignored, especially in the situation of heterogeneous traffic.This research focuses on testing the PW model and its suitability for heterogeneous traffic conditions by observing the model response to a bottleneck on a circular road. The PW model is mathematically approximated using the Roe Decomposition and then the performance of the model is observed using simulations.


2008 ◽  
Vol 41 (2) ◽  
pp. 14078-14083 ◽  
Author(s):  
J.W.C. Van Lint ◽  
Serge P. Hoogendoorn ◽  
A. Hegyi

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