Unifiable multi-commodity kinematic wave model

被引:4
作者
Jin, Wen-Long [1 ]
机构
[1] Univ Calif Irvine, Dept Civil & Environm Engn, Calif Inst Telecommun & Informat Technol, Inst Transportat Studies, 4000 Anteater Instruct & Res Bldg, Irvine, CA 92697 USA
来源
PAPERS SELECTED FOR THE 22ND INTERNATIONAL SYMPOSIUM ON TRANSPORTATION AND TRAFFIC THEORY | 2017年 / 23卷
关键词
Multi-commodity kinematic wave model; First-in-first-out; Unifiable; Riemann problem; Total and commodity waves; Cell Transmission Model; TRAFFIC FLOW; VARIATIONAL FORMULATION; SCHEMES;
D O I
10.1016/j.trpro.2017.05.009
中图分类号
U [交通运输];
学科分类号
08 ; 0823 ;
摘要
In the literature, many kinematic wave models have been proposed for multi-class vehicles on multi-lane roads; however, there lacks an explicit model of unifiable multi-commodity traffic, in which different commodity flows can have different speeds and violate the first-in-first-out (FIFO) principle, but there exists a speed-density relation for the total traffic. In this study, we attempt to fill the gap by constructing and solving a unifiable multi-commodity kinematic wave model. We first construct commodity speed-density relations based on generic generating functions. Then for two commodities we discuss the properties of the unifiable kinematic wave model and analytically solve the Riemann problem with a combination of total and commodity kinematic waves. We propose a unifiable multi-commodity Cell Transmission Model (CTM) with a general junction model for numerical simulations of network traffic flows, which are unifiable but may violate the FIFO principle. We prove that the CTM is well-defined under an extended CFL (Courant et al., 1928) condition. With examples we verify the consistency between the analytical and numerical solutions and demonstrate the convergence of the CTM. We conclude with several follow-up research directions for unifiable multi-commodity kinematic wave models. (C) 2017 The Authors. Elsevier B.V. All rights reserved.
引用
收藏
页码:137 / 156
页数:20
相关论文
共 46 条
[31]  
LeVeque R.J., 2001, SIAM 2001 ANN M SAN
[32]   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
[33]  
Makigami Y., 1971, TRANSPORT SCI, V5, P302, DOI DOI 10.1287/TRSC.5.3.302.EPRINT
[34]   ANALYSIS AND VALIDATION OF LANE-DROP EFFECTS ON MULTI-LANE FREEWAYS [J].
MUNJAL, PK ;
HSU, YS ;
LAWRENCE, RL .
TRANSPORTATION RESEARCH, 1971, 5 (04) :257-&
[35]   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
[36]   Multiclass first-order modelling of traffic networks using discontinuous flow-density relationships [J].
Ngoduy, D. .
TRANSPORTMETRICA, 2010, 6 (02) :121-141
[37]  
Rey A., 2015, Vehicle trajectory estimation based on newells simplified kinematic wave model with eulerian and lagrangian traffic data
[38]   SHOCK-WAVES ON THE HIGHWAY [J].
RICHARDS, PI .
OPERATIONS RESEARCH, 1956, 4 (01) :42-51
[39]   SOLUTION OF THE RIEMANN PROBLEM FOR A PROTOTYPE 2X2 SYSTEM OF NONSTRICTLY HYPERBOLIC CONSERVATION-LAWS [J].
SHEARER, M ;
SCHAEFFER, DG ;
MARCHESIN, D ;
PAESLEME, PL .
ARCHIVE FOR RATIONAL MECHANICS AND ANALYSIS, 1987, 97 (04) :299-320
[40]  
Temple B., 1982, Adv. Appl. Math., V3, P335, DOI DOI 10.1016/S0196-8858(82)80010-9