高速公路交通流建模综述

宫晓燕; 汤淑明; 王知学; 陈德望

高速公路交通流建模综述

中国科学院智能控制中心, 北京 100080

详细信息

作者简介:
宫晓燕(1976-), 女, 山东淄博人, 中国科学院博士生, 从事数据挖掘和城市智能交通系统研究

中图分类号: U491.112
计量
- 文章访问数: 329
- HTML全文浏览量: 163
- PDF下载量: 735
- 被引次数: 0
出版历程
- 收稿日期: 2001-11-12
- 刊出日期: 2002-03-25

Survey on freeway traffic flow modeling

Intelligent Control & System Engineering Center, Chinese Academy of Sciences, Beijing 100080, China

More Information

Author Bio:
GONG Xiao-yan (1976-), female, a dotoral student of Chinese Academy of Sciences, engaged in research of data mining and intelligent transportation system

摘要

摘要: 交通流建模是智能交通自动控制、分析、设计、仿真和决策的前提, 历来是交通工程界的一个重要的研究课题, 分三条主线(宏观交通流模型、微观交通流模型、其它交通流模型) 对交通流建模的发展做了详细介绍, 并在文末提出了对交通流建模今后发展的展望
- 交通流建模 /
- 宏观交通流模型 /
- 微观交通流模型
Abstract: Traffic flow modeling as the basis of traffic control、traffic design、traffic analysis、traffic simulation and traffic control decision making always is the the research focus in traffic engineering field. This paper makes a detail introduction of traffic flow modeling from three different aspects. Expectation on its development is also given.
- traffic flow modeling /
- macroscopic traffic flow model /
- microcosmic traffic flow model

HTML全文

图 1 高速公路的分段

Figure 1. Segments of highway

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图 2 高速公路路段

Figure 2. Segments of highway

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图 3 根据驾驶员心理感知阈值对跟驰状态的分类

Figure 3. Classes of traffic following condition based on degree of driver & apos; s meatal apperception

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参考文献(30)

[1]	刘伟铭, 杨兆升. 高速公路系统控制方法[M]. 北京: 人民交通出版社, 1998.
[2]	LIGHTHILL M H, WHITHAM G B. On Kinematics Wave: Ⅱ. A Theory of Traffic on Long Crowded Roads[M]. Proc. r. Soc. London, 1955.317-345.
[3]	ZHANG Peng, LIU Ru-xun. Analysis and improvement of traffic flow model[J]. Journal of Kunming University of Sciences and Technology, 2000, 25(4): 128-123.
[4]	PAYNE H J. Models of freeway traffic and control [A]. Mathematical Models of Public Systems[C]. Simulation Council Proc. La. Jolla. CA, 1997.51-61.
[5]	PAPAGEORGIOU M. A hierarchical control system for freeway traffic[J]. Transpn. Res., 1983, 17B(3): 251-261.
[6]	PAPAGEORGIOU M, BLOSSEVILLE J M, HAJ- SALEM, H. Macroscopic modeling of traffic flow on the boulevard peripherique in Paris[J]. Transpn. Res., 1989, 23B(1): 29-47.
[7]	PAPAGEORGIOU M. Some remarks on macroscopic traffic flow modeling[J]. Transpn. Res., 1998, 32A (5): 323-329.
[8]	PHILLIPS W F. A new continuum traffic model obtained from kinetic theory[A]. Proceedings of the 1978 IEEE Conference on Decision and Contro[C]. New Youk: IEEE, 1978
[9]	RossP, Trafficdynamics[J]. Transpn. Res., 1988, 22B(6): 421-435.
[10]	MICHALOPOULOS P G YI P, YRINTZIS A S. Continuum modeling of traffic dynamics for congested freeway[J]. Transpn. Res., 1993, 27B(4): 315-332.
[11]	UFUKKARAASLAN, PRAVINVARAIYA, JEAN WALRAND. Two proposals to improve freeway traffic flow[R]. Proceedings of the 1991 American Control Conference[C]. Boston: MA, 1991.
[12]	WU Zheng. Dynamics simulation and measure method of traffic flow[J]. Journal of Fudan University (Natural Science Edition), 1991, 30(3): 111-117.
[13]	WU Zheng. Hydromechanical model of mixed and low-speed metropolitan transportation[J]. Acta Mechanica Sinica, 1994, 26(2): 149-157.
[14]	KARA M K. Changes in the flow -density relation due to environmental vehicle and driver characteristics[J]. TRB 1644, 1988.47-56.
[15]	KARA M K. Modeling traffic 's flow-density relation: accommodation of multiple flow regimes and traveler types[J]. Transprotation, 2001, 28 (4): 363-374.
[16]	TAN Man-chun, XU Jian-min, MAO Zong-yuan. Traffic flow modelling and on-ramp optimal control in freeway[J]. China Journal of Highway and Transport, 2000, 13(4): 83-85.
[17]	CREMER M, MAY A D. An extended traffic model for freeway control[J]. Research Report, UCB-ITS- RR-85-7, 1985.
[18]	UFUK K, PRAVIN V, JEAN W. Two proposals to improve freeway traffic flow[R]. Program on Advanced Technology for the Highway Institute of Transportation Studies, 1990.
[19]	MAY. A Traffic Flow Fundamentals[M]. New Jersey: Prentice Hall Inc, 1990.160-190.
[20]	GAZIS DC, HERMAN R, ROTHERY R W. Nonlinear follow-the-leader models of traffic flow[J]. Operations Research, 1996, 9(4): 913-933.
[21]	GIPPS PG. A behavioral car following model for computer simulation[J]. Transprotation Research, 1981, 15B(2): 105-111.
[22]	TODOSIEV EP. The action point model of the driver vehicle system[R]. Ohio: Ohio State University, 1963.
[23]	ZHANG YL, CLARK JE, JAMES EC. A multiregime approach for microscopic traffic simulation [A]. TRB 77th Annual Meeting[C]. Washington D C: M/CD, 1998.
[24]	WEIDEMANN R, REITER U. Microscopic traffic simulation/the simulation system-mission[R]. German: University Karlsruhe, 1992.
[25]	MICHAELS R. The effect of speed change information on spacing between vehicles[J]. Public Roads, 1962, 31(12): 229-235.
[26]	AYCIN MF, BENEKOHAL RF. A linear accerleration car-following model development and validation [A]. TRB 77th Annual Meeting[C]. Washington D C: M/CD., 1998.
[27]	SHINYA K, PARTHA C. Car-following model based on fuzzy inference system[J]. TRB, 1365, 1992.99-111.
[28]	HOGEMA JH. Modeling motorway driving behavior [A]. TRB 77th Annual Meeting[C]. Washington D C: M/CD, 1998.
[29]	LI Zuo-min, HUANG Zhong-xiang, ZHANG Yaping. Fractal property analysis for freeway traffic flow[J]. China Journal of Highway and Transport, 2000, 13(3): 82-85.
[30]	LI Hong -juan. Gray prediction of rush -hour traffic flow of city road intersection[J]. Joural of Liaoning Technical University (Natural Science Edition), 2000, 19(6): 653-656.