Network-Wide Traffic State Estimation Using Loop Detector and Floating Car Data

被引:90
作者
Yuan, Yufei [1 ]
Van Lint, Hans [1 ]
Van Wageningen-Kessels, Femke [1 ]
Hoogendoorn, Serge [1 ]
机构
[1] Delft Univ Technol, Fac Civil Engn, NL-2628 CN Delft, Netherlands
关键词
Lagrangian Coordinates; Freeway Networks; Traffic State Estimation; Node Models; KINEMATIC WAVES;
D O I
10.1080/15472450.2013.773225
中图分类号
U [交通运输];
学科分类号
08 ; 0823 ;
摘要
In real-time traffic management and intelligent transportation systems (ITS) applications, an accurate picture of the prevailing traffic state in terms of speeds and densities is critical, for which traffic state estimation methods are needed. The most popular and effective techniques used are so-called model-based traffic state estimators, which consist of a dynamic traffic flow model to predict the evolution of the state variables; a set of observation equations relating sensor observations to the system state; and data-assimilation techniques to combine the model predictions with the sensor observations. Commonly, both process and observation models are formulated in Eulerian (space-time) coordinates. However, recent studies show that (first-order) macroscopic traffic flow models can be formulated and solved more efficiently and accurately in Lagrangian (vehicle number-time) coordinates (which move with traffic stream) than in Eulerian coordinates (which are fixed in space). In this article such a Lagrangian system model for state estimation is used. The approach uses the extended Kalman filtering technique, in which the discretized Lagrangian kinematic wave model with an extension (node models) for network discontinuities is used as the process equation and the average relation between vehicle spacing and speed (the fundamental diagram) is used as the observation equation. The Lagrangian state estimator is validated and compared with its Eulerian counterpart based on ground-truth data from a microscopic simulation environment. The results demonstrate that network-wide Lagrangian state estimation is possible and provide evidence that the Lagrangian estimator outperforms the Eulerian approach.
引用
收藏
页码:41 / 50
页数:10
相关论文
共 22 条
[1]  
[Anonymous], 2004, Kalman filtering and neural networks
[2]   ON PARTIAL DIFFERENCE EQUATIONS OF MATHEMATICAL PHYSICS [J].
COURANT, R ;
FRIEDRICHS, K ;
LEWY, H .
IBM JOURNAL OF RESEARCH AND DEVELOPMENT, 1967, 11 (02) :215-+
[3]   THE CELL TRANSMISSION MODEL - A DYNAMIC REPRESENTATION OF HIGHWAY TRAFFIC CONSISTENT WITH THE HYDRODYNAMIC THEORY [J].
DAGANZO, CF .
TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 1994, 28 (04) :269-287
[4]  
Dijker T., 2011, FOSIM FREEWAY OPERAT
[5]  
Ferman Martin., 2005, Journal of Intelligent Transportation Systems - J INTELL TRANSPORT SYST, V9, P23
[6]  
Kalman R.E., 1960, NEW APPROACH LINEAR, DOI [DOI 10.1115/1.3662552, 10.1115/1.3662552]
[7]  
Lebacque J. P., 1996, INT S TRANSP TRAFF T, V13, P647
[8]  
Leclercq L., 2007, Transportation and traffic theory
[9]   ON KINEMATIC WAVES .2. A THEORY OF TRAFFIC FLOW ON LONG CROWDED ROADS [J].
LIGHTHILL, MJ ;
WHITHAM, GB .
PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL AND PHYSICAL SCIENCES, 1955, 229 (1178) :317-345
[10]   A SIMPLIFIED THEORY OF KINEMATIC WAVES IN HIGHWAY TRAFFIC .1. GENERAL-THEORY [J].
NEWELL, GF .
TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 1993, 27 (04) :281-287