Read full paper at:
http://www.scirp.org/journal/PaperInformation.aspx?PaperID=47933#.VFbtn2fHRK0
http://www.scirp.org/journal/PaperInformation.aspx?PaperID=47933#.VFbtn2fHRK0
Author(s)
Dynamics is studied
for one-dimensional single-lane traffic flow by means of an extended optimal-velocity
model with continuously varied bottleneck strength for nonlinear roads. Two phases
exist in this model such as free flow and wide moving jam states in the systems
having relatively small values of the bottleneck strength parameter. In
addition to the two phases, locally congested phaseappears as the strength becomes prominent. Jam formation occurs
with the similar mechanism to the boomerang effect as well as the pinch one
in it. Wide scattering of the flow-density relation in fundamental diagram is
found in the congested phase.
KEYWORDS
Cite this paper
Watanabe, M. (2014) Traffic Dynamics and Congested
Phases Derived from an Extended Optimal-Velocity Model. Engineering, 6, 462-471. doi: 10.4236/eng.2014.68048.
[1] | Kerner, B.S. (1999) The Physics of Traffic. Physics World, 12, 25-30. |
[2] |
Kerner, B.S. (2004) The Physics of Traffic. Springer, Heidelberg. http://dx.doi.org/10.1007/978-3-540-40986-1 |
[3] |
Kerner, B.S. (2004) Three-Phase
Traffic Theory and Highway Capacity. Physica A, 333, 379-440. http://dx.doi.org/10.1016/j.physa.2003.10.017 |
[4] |
Kerner, B.S. (2009) Introduction
to Modern Traffic Flow Theory and Control. Springer, Heidelberg. http://dx.doi.org/10.1007/978-3-642-02605-8 |
[5] |
Kerner, B.S. and Rehborn, H.
(1996) Experimental Properties of Complexity in Traffic Flow. Physical
Review E, 53, R4275-R4278. http://dx.doi.org/10.1103/PhysRevE.53.R4275 |
[6] |
Kerner, B.S. (1998) Experimental
Features of Self-Organization in Traffic Flow. Physical Review Letters,
81, 3797-3800. http://dx.doi.org/10.1103/PhysRevLett.81.3797 |
[7] |
Schönhof, M. and Helbing, D.
(2007) Empirical Features of Congested Traffic States and Their
Implications for Traffic Modeling. Transportation Science, 41, 135-166. http://dx.doi.org/10.1287/trsc.1070.0192 |
[8] |
Schönhof, M. and Helbing, D.
(2009) Criticism of Three-Phase Traffic Theory. Transportation Research
Part B, 43, 784-797. http://dx.doi.org/10.1016/j.trb.2009.02.004 |
[9] |
Treiber, M. and Helbing, D.
(1999) Macroscopic Simulation of Widely Scattered Synchronized Traffic
States. Journal of Physics A, 32, L17-L23. http://dx.doi.org/10.1088/0305-4470/32/1/003 |
[10] |
Bando, M., Hasebe, K., Nakayama,
A., Shibata, A. and Sugiyama, Y. (1994) Structure Stability of
Congestion in Traffic Dynamics. Japanese Journal of Industrial and
Applied Mathematics, 11, 203-223. http://dx.doi.org/10.1007/BF03167222 |
[11] |
Bando, M., Hasebe, K.,
Nakanishi, K., Nakayama, A., Shibata, A. and Sugiyama, Y. (1995)
Phenomenological Study of Dynamical Model of Traffic Flow. Journal of
Physics I France, 5, 1389-1399. http://dx.doi.org/10.1051/jp1:1995206 |
[12] |
Bando, M., Hasebe, K., Nakayama,
A., Shibata, A. and Sugiyama, Y. (1995) Dynamical Model of Traffic
Congestion and Numerical Simulation. Physical Review E, 51, 1035-1042. http://dx.doi.org/10.1103/PhysRevE.51.1035 |
[13] |
Hong, S.J. and Oguchi, T. (2005)
Evaluation of Highway Geometric Design and Analysis of Actual Operating
Speed. Journal of the Eastern Asia Society for Transportation Studies,
6, 1048-1061. http://dx.doi.org/10.1080/00423110600879395 |
[14] | Sentouh, C., Glaser, S. and Mammar, S. (2006) Advanced Vehicle-Infrastructure-Driver Speed Profile for Road Departure Accident Prevention. Vehicle System Dynamics, 44, 612-623. |
[15] |
Komada, K., Masukura, S. and
Ngatani, T. (2009) Effect of Gravitational Force upon Traffic Flow with
Gradients. Physica A, 388, 2880-2894. http://dx.doi.org/10.1016/j.physa.2009.03.029 |
[16] |
Komada, K., Masukura, S. and
Nagatani, T. (2009) Traffic Flow on a Toll Highway with Electronic and
Traditional Tollgates. Physica A, 388, 4979-4990. http://dx.doi.org/10.1016/j.physa.2009.08.019 |
[17] | Watanabe, M. (2011) An Extension of Optimal-Velocity Model and Dynamical Transition in Congested Phase I. Far East Journal of Dynamical Systems, 16, 71-86. |
[18] | Watanabe, M. (2014) Extended Optimal-Velocity Model and Jam Formation Mechanism in Traffic Flow Dynamics. Hosei Journal of Humanity and Environment, 14, 139-150. eww141103lx |
评论
发表评论