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Simulation of traffic flow through a toll gate

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Języki publikacji
EN
Abstrakty
EN
This paper describes the simulation of the traffic flow through toll gate. A two-lane road is considered as the object domain and then, the local rules are defined to control the vehicle behavior. First, one simulates the traffic flows through the road with two non-ETC gates or the road with two ETC gates. The maximum traffic amount on the roads with two ETC gates is less than that on the road without gates by about 10%, while, in the case of the roads with two non-ETC gates, the maximum traffic amount decreases by 80%. Next, one simulates the traffic flows through the road with one non-ETC gate and one ETC gate. The traffic amount depends not only on the vehicle occupancy but also on the percentage of ETC vehicles among all driving vehicles.
Rocznik
Strony
91--106
Opis fizyczny
Bibliogr. 33 poz., rys., tab., wykr.
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autor
autor
autor
autor
  • Nagoya University, Graduate School of Information Science
Bibliografia
  • [1] M. Bando, K. Hasebe, K. Nakanishi, A. Nakayama, A. Shibata, Y. Sugiyama. Phenomenological study of dynamical model of traffic flow. Journal of Physics I France, 5: 1389-1399, 1995.
  • [2] H. Baum, K. Esser. Multicriteria demand reaction analysis in passenger transport. In: Traffic and Mobility: simulation - economics - environment, pp. 3-12. Springer Verlag, 1999.
  • [3] P. Berg, A. Woods. Relating car-following and continuum models of road traffic. In: D. Helbing, H.J. Herrmann, M. Schrekenberg, D.E. Wolf, eds., Traffic and Granular Flow'99 - Social, Traffic and Granular Dynamics, pp. 389-394. Springer Verlag, 1999.
  • [4] O. Biham, A.A. Middelton, D. Levine. Self-organization and a dynamical transition in traffic-flow models. Physical Review A, 46(10): R6124-R6127, 1992.
  • [5] S. Cheybani, J. Kertesz, M. Schreckenberg. Stochastic boundary conditions in the Nagel-Schreckenberg traffic model. In: D. Helbing, H.J. Herrmann, M. Schrekenberg, D.E. Wolf, eds., Traffic and Granular Flow'99 - Social, Traffic and Granular Dynamics, pp. 433-448. Springer Verlag, 1999.
  • [6] G. Haag. An integrated model of transport and urban evolution (ITEM) - Traffic and city development in emergent nations. In: D. Helbing, H.J. Herrmann, M. Schrekenberg, D.E. Wolf, eds., Traffic and Granular Flow'99 - Social, Traffic and Granular Dynamics, pp. 285-306. Springer Verlag, 1999.
  • [7] K. Hasebe, A. Nakayama, Y. Sugiyama. Exact traveling cluster solutions of differential equations with delay for a traffic flow model. In: D. Helbing, H.J. Herrmann, M. Schrekenberg, D.E. Wolf, eds., Traffic and Granular Flow'99 - Social, Traffic and Granular Dynamics, pp. 413-418. Springer Verlag, 1999.
  • [8] Infrastructure Road Bureau, Land and Transportation Ministry of Japan. http://www.mlit.go.jp/road/ITS/j- html/index.html
  • [9] Y. Ishibashi, M. Pukui. Temporal variations of traffic flow in the Biham-Middleton-Levine method. Journal of the Physical Society of Japan, 63(8): 2882-2885, 1994.
  • [10] i Transport Lab. City traffic flow simulation model AVENUE, http://www.i-transportlab.jp/products/avenue/
  • [11] B.S. Kerner. Phase transitions in traffic flow. In: D. Helbing, H.J. Herrmann, M. Schrekenberg, D.E. Wolf, eds.,Traffic and Granular Flow'99 - Social, Traffic and Granular Dynamics, pp. 253-284. Springer Verlag, 1999.
  • [12] A. Kittel, A. Eidmann, M. Goldbach. Detailed microscopic rules to simulate multilane freeway traffic. In: D. Helbing, H.J. Herrmann, M. Schrekenberg, D.E. Wolf, eds., Traffic and Granular Flow'99 - Social, Traffic and Granular Dynamics, pp. 425-430. Springer Verlag, 1999.
  • [13] W. Knospe, L. Santen, A. Schadschneider, M. Schreckenberg. CA models for traffic flow: Comparison with empirical single-vehicle data. In: D. Helbing, H.J. Herrmann, M. Schreckenberg, D.E. Wolf, eds., Traffic and Granular Flow'99 - Social, Traffic and Granular Dynamics, 431-436. Springer Verlag, 1999.
  • [14] H.Y. Lee, H.-W. Lee, D. Kim. Empirical phase diagram of traffic flow on highways with on-ramp. In: D. Helbing, H.J. Herrmann, M. Schrekenberg, D.E. Wolf, eds., Traffic and Granular Flow'99 - Social, Traffic and GranularDynamics, pp. 345-350. Springer Verlag, 1999.
  • [15] M.J. Lighthill, G.B. Whitham. On kinematic waves II. A theory of traffic flow on long crowded roads. Proceedings of Royal Society London, A299: 317, 1955.
  • [16] T. Musha, H. Higuchi. Traffic current fluctuation and the Burgers equation. Japan Journal of Applied Physics, 17: 811, 1978.
  • [17] K. Nagel, M. Schreckenberg. Cellular automaton model for freeway traffic. Journal of Physics, I Prance, 2: 2221-2229, 1992.
  • [18] K. Nagel, S. Rasmussen. Traffic at the edge of chaos. In: R.A. Brooks, P. Maes, eds., Artificial Life IV (Proc.4th International Workshop on the Synthesis and Simulation of Living Systems), 222-235. The MIT Press, 1994.
  • [19] K. Nagel. Particle hopping models and traffic flow theory. Physical Review E, 53(5): 4655-4672, 1996.
  • [20] National Transportation Library. TrafNetsim. http://ntl.bts.gov/DOCS/netsim.html
  • [21] L. Neubert, L. Santen, A. Schadschneiber, M. Schreckenberg. Statistical analysis of freeway traffic. In: D. Helbing,H.J. Herrmann, M. Schrekenberg, D.E. Wolf, eds., Traffic and Granular Flow'99 - Social, Traffic and Granular Dynamics, pp. 307-314. Springer Verlag, 1999.
  • [22] R. Sollacher, H. Lenz. Nonlinear control of stop-and-go traffic. In: D. Helbing, H.J. Herrmann, M. Schrekenberg, D.E. Wolf, eds., Traffic and Granular Flow'99 - Social, Traffic and Granular Dynamics, pp. 315-320. Springer Verlag, 1999.
  • [23] Special committee for driving technique for energy saving. Estimation of energy-saving effect of etc. http://www.eccj.or.jp/fuel/95/chapter_3/index.html
  • [24] Y. Sugiyama. Optimal velocity model for traffic flow. Computer Physics Communications, 121-122, 399-401, 1999.
  • [25] T. Tamaki, S. Yasue, E. Kita. Traffic simulation using stochastic velocity model and CA (in Japanese). Transaction of Information Processing Society in Japan, 45(3): 858-869, 2004.
  • [26] T. Tamaki, S. Yasue, E. Kita. City traffic simulation using cellular automata with stochastic velocity model. In: Proceedings of The 2004 International Conference on Parallel and Distributed Processing Techniques and Applications (PDPTA2004), 12: 440-441, 2004.
  • [27] I. Tanahashi, H. Kitaoka, M. Baba, H. Mori, S. Terada, E. Teramoto. Wide area traffic flow simulator NET-STREAM (in Japanese). In: IPSJ, ITS, 9(2): 9-14, 2002.
  • [28] B. Tilch, D. Helbing. Evaluation of single vehicle data in dependence of the vehicle-type, lane and site. In: D. Helbing, H.J. Herrmann, M. Schrekenberg, D.E. Wolf, eds., Traffic and Granular Flow'99 - Social, Traffic and Granular Dynamics, pp. 333-338. Springer Verlag, 1999.
  • [29] E. Tomer, L. Safonov, S. Havlin. Stable and metastable states in congested traffic. In: D. Helbing, H.J. Herrmann, M. Schrekenberg, D.E. Wolf, eds., Traffic and Granular Flow'99 - Social, Traffic and Granular Dynamics, pp. 419-424. Springer Verlag, 1999.
  • [30] Toyota Central Laboratory. NETSTREAM. http://www.tytlabs.co.jp/office/library/lib_01/netstream/
  • [31] M. Treiber, A. Hennecke, D. Helbing. Microscopic simulation of congested traffic. In: D. Helbing, H.J. Herrmann, M. Schrekenberg, D.E. Wolf, eds., Traffic and Granular Flow'99 - Social, Traffic and Granular Dynamics, pp. 365-376. Springer Verlag, 1999.
  • [32] S. Wolfram. Cellular Automata and Complexity. Addison-Wesley Publishing Company, 1 ed., 1994.
  • [33] S. Yukawa, M. Kikuchi. Coupled-map modeling of one-dimensional traffic flow. Journal of the Physical Society of Japan, 64(1): 35-38, 1995.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPB1-0030-0023
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