A cell-based traffic control formulation: Strategies and benefits of dynamic timing plans

被引:177
作者
Lo, HK [1 ]
机构
[1] Hong Kong Univ Sci & Technol, Dept Civil Engn, Hong Kong, Hong Kong, Peoples R China
关键词
D O I
10.1287/trsc.35.2.148.10136
中图分类号
C93 [管理学]; O22 [运筹学];
学科分类号
070105 ; 12 ; 1201 ; 1202 ; 120202 ;
摘要
This study developed a dynamic traffic-control formulation that considers the entire Fundamental Diagram. This incorporation of the Fundamental Diagram is especially important fur modeling oversaturated traffic. For this purpose, traffic is modeled after the cell-transmission model (CTM), which is a convergent numerical approximation to the hydrodynamic model. We transformed CTM to a set of mixed-integer constraints and subsequently cast the dynamic signal-control problem to a mixed-integer linear program. As a dynamic platform, the formulation is flexible in dealing with dynamic timing plans and traffic patterns. It can derive dynamic as well as fixed timing plans and address preexisting traffic conditions and time-dependent demand patterns. This study produced results to show the benefit of dynamic timing plans and demonstrated that some of the existing practice on signal coordination could be further improved.
引用
收藏
页码:148 / 164
页数:17
相关论文
共 31 条
[1]  
ABULEBDEH G, 1997, TRANSP RES BOARD ANN
[2]  
CHANG E, 1998, THESIS HONG KONG U S
[3]  
Courage K., 1991, TRANSYT 7F USERS GUI
[4]  
D'ans G. C., 1976, Transportation Science, V10, P1, DOI 10.1287/trsc.10.1.1
[5]   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
[6]   THE CELL TRANSMISSION MODEL .2. NETWORK TRAFFIC [J].
DAGANZO, CF .
TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 1995, 29 (02) :79-93
[7]   A NEW ALGORITHM FOR OPTIMAL SIGNAL CONTROL IN CONGESTED NETWORKS [J].
EDDELBUTTEL, J ;
CREMER, M .
JOURNAL OF ADVANCED TRANSPORTATION, 1994, 28 (03) :275-297
[8]   A MULTIBAND APPROACH TO ARTERIAL TRAFFIC SIGNAL OPTIMIZATION [J].
GARTNER, NH ;
ASSMANN, SF ;
LASAGA, F ;
HOU, DL .
TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 1991, 25 (01) :55-74
[9]   OPTIMUM CONTROL OF SYSTEM OF OVERSATURATED INTERSECTIONS [J].
GAZIS, DC .
OPERATIONS RESEARCH, 1964, 12 (06) :815-&
[10]  
Khisty C., 1998, TRANSPORTATION ENG I, VSecond