综合匝道及信号菱形立交控制系统模型及实施

摘要/Abstract

摘要： 本文研究了如何使用模型来分析建立包含高速公路干线、匝道控制和上游信号控制的菱形立交的一个综合控制系统。本建模方法考虑到了很多方面因素，包括其组成部分、运营特性及系统内的互动作用。论文还提出了系统现场实施运营可能需要的具体措施。建立综合运营控制系统的最关键的因素是通过在钻石立交信号机中特定信号配时来处理匝道反馈信息。当管匝道上排队较长时，系统将通过自动调整来减少进入匝道的车流量，以保证匝道控制系统的有效性，避免匝道排队过长，减少高速公路瘫痪的可能性。由于该系统采用特殊信号相位和配时方法，其控制策略主要针对特定的钻石信号相位计划。文章还介绍了该系统的设计和构架以及现场实施的流程图。

关键词: 匝道控制, 高速公路, 整合控制系统, 菱形立交

Abstract: This paper addresses a modeling approach to analyzing an integrated system that includes freeway mainlines, ramp
metering, and an upstream signalized diamond interchange. The modeling approach takes into consideration of the various
components, their operational characteristics, and their interactions within the system. Strategies are also proposed for real-time
operation and possible field implementation. The key element of achieving an integrated operation is to control the ramp feeding
traffic through special signal timings at the diamond interchange. Whenever a long queue is detected at the metered ramp, the signal
timing should be adjusted to reduce the traffic flows entering the ramp. In this way, the ramp meter will remain in operation for as
long as possible, which would delay the onset of queue flush (i.e., termination of ramp meter) and minimize the possibilities of a
freeway breakdown. Because a diamond interchange is usually controlled by special signal phasing and timing, the control strategies
are specially focused on the special diamond signal phasing schemes. The system design and system architecture are also presented
for potential deployment of the system in the field.

Key words: ramp metering, freeway, integration, diamond interchange

田宗忠.

综合匝道及信号菱形立交控制系统模型及实施

[J]. 交通运输系统工程与信息, 2007, 7(1): 61-72 .

TIAN Zongzhong. Modeling and Implementation of an Integrated Ramp
Metering-Diamond Interchange Control System[J]. Journal of Transportation Systems Engineering and Information Technology, 2007, 7(1): 61-72 .

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链接本文: http://www.tseit.org.cn/CN/abstract/abstract16932.shtml

http://www.tseit.org.cn/CN/Y2007/V7/I1/61

参考文献

[1] Banks J H. The two-capacity phenomenon: some theoretical
Issues[R]. in transportation research record 1320, TRB,
National Research Council, Washington, D.C., 1991:234−241.
[2] Cassidy M J, Bertini R L. Some traffic features at freeway
bottlenecks[J]. Transportation Research Part B, 1999, (33): 25−42.
[3] Chin C S. An integrated freeway corridor control with signals,
ramp meterings, and route guidance[D]. Ph.D. Dissertation.
University of Maryland, College Park., 1993.
[4] Daganzo C F. Fundamentals of Transportation and Traffic
Operations[M]. Elsevier Science Inc, New York, 1997: 133−135.
[5] Elefteriadou L, Roess R P and McShane W R. Probabilistic nature
of breakdown at freeway merge junctions[R]. In Transportation
Research Record 1484, Transportation Research Board,
National Research Council, Washington, D.C., 1995: 80−89.
[6] Gordon R L. Algorithm for controlling spillback from ramp
Meters[R]. In Transportation Research Record 1554,
Transportation Research Board, National Research Council,
Washington, D.C., 1996: 162−171.
[7] Garber N J, Fontaine M D. Guidelines for preliminary
selection of the optimum interchange type for a specific
location[R]. Report FHWA/VTRC 99-R15. Federal Highway
Administration, Washington, D.C., 1999.
[8] Hall F L,and Agyemang-Duah K. Freeway capacity drop and
definition of capacity[R]. In Transportation Research Record 1320,
TRB, National Research Council, Washington, D.C., 1991:
91−98.
[9] Han B and Reiss R A. Coordinating ramp meter operation with
upstream intersection traffic signal[R]. In Transportation
Research Record 1446, Transportation Research Board,
National Research Council, Washington, D.C., 1994: 44−47.
[10] Kenis E and Tegenbos R. Centrico: Ramp Metering Synthesis.
http://www.centrico.net/documents/RAMP%20METERING%
20SYNTHESIS.pdf, 2001.
[11] Kim Y and Messer C J. Traffic signal timing models for
oversaturated signalized interchanges[R]. Report 1148-2.
Texas Transportation Institute, College Station, Texas, 1992.
[12] Lorenz M R and Elefteriadou L. Defining freeway capacity as a
function of the breakdown probability[R]. In Transportation
Research Record 1776, Transportation Research Board,
National Research Council, Washington, D.C., 2001: 43−51.
[13] MacCarley C ,Mattingly S P, McNally M G,Mezger D and Mooore J E.Field operational test of integrated freeway ramp metering/arterial adaptive signal control: lessons learned in Irvine, California[R]. In Transportation Research Record 1811, Transportation
Research Board, 2002: 76−83.
[14] Messer C J and Berry D J. Effects of design alternatives on quality
of service at signalized diamond interchanges[R]. In Transportation Research Record 538, TRB, National Research Council, Washington, D.C., 1975: 20−31.
[15] Messer C J, Fambro D B, Richards S H. Optimization of
pretimed signalized diamond interchanges[R]. In Transportation
Research Record 644, TRB, National Research Council,
Washington, D.C., 1977: 78−84.
[16] Messer C J. Advanced freeway system ramp metering
strategies for texas[R]. Report 1232-23, Texas Transportation
Institute, College Station, Texas, 1993.
[17] Papageorgiou M, Hadj-Salem H, Blosseville J. ALINEA: A
local feedback control law for on-ramp metering[R]. In Transportation Research Record 1320, TRB, National Research Council, Washington, D.C., 1991: 58−64.
[18] Papageorgiou M. An integrated control approach for traffic
Corridors[J]. Transportation Research Part C, 1995 3(1): 19−30.
[19] Papageorgiou M, Hadj-Salem H and Middleham F. ALINEA local
ramp metering: summary of field results[R]. In Transportation
Research Record 1603, TRANSPORTATION RESEARCH BOARD,
National Research Council, Washington, D.C., 1997: 90−98.
[20] Papageorgiou M and Kotsialos A. Freeway ramp metering: An
Overview[C]. In Proceedings of the 3rd IEEE International
Conference on Intelligent Transportation Systems, IEEE,
Dearborn, Michigan, 2000: 228−239.
[21] Paesani G F, Kerr J, Perovich P and Khosravi F E. System Wide Adaptive Ramp Metering in Southern California[C], ITS America 7th Annual Meeting, Washington, D.C., 1997.
[22] Persaud B, Yagar S, Tsui D and Look H.Breakdown-related capacity for freeway with ramp metering[R]. In Transportation Research Record 1748, TRB, National Research Council, Washington,
D.C., 2001: 110−115.
[23] Pooran F and Sumner R. Coordinated operation of ramp metering
and adjacent traffic signal control systems[R]. Report
FHWA-RD-95-130. Federal Highway Administration,
Washington D.C., 1996.
[24] Pooran F J and Lieu H C. Evaluation of system operating
strategies for ramp metering and traffic signal coordination[C], In
Proceedings of the IVHS America Annual Meeting, IVHS
America, 1994, 2: 528−534.
[25] Ringert J and Urbanik T. Study of freeway bottlenecks in Texas[R].In Transportation Research Record 1398, Transportation
Research Board, National Research Council, Washington, D.C.,
1994: 31−41.
[26] Tian Z. Implementation and operational guidelines on
coordinated ramp metering systems[R]. In Compendium: Papers
on Advanced Surface Transportation Systems, Report
SWUTC/02/473700-00003-4, Texas Transportation Institute,
College Station, Texas, 2002: 200−231.
[27] Tian Z, Balke K, Engelbrecht R and Rilett L.Integrated control
strategies for surface street and freeway systems[R]. In
Transportation Research Record 1811, Transportation
Research Board, National Research Council, Washington, D.C.,
2002: 92−99.
[28] Tian Z, Messer C and Balke K. Modeling the impact of ramp
metering queues on diamond interchange operations[R]. In Transportation Research Record 1867, Transportation
Research Board, National Research Council, Washington, D.C.,
2004: 172−182.
[29] Tian Z, Messer C, Balke K and Urbanik T. Integration of diamond
interchange and ramp metering operations[R]. In Transportation
Research Record 1925, Transportation Research Board, 2005:
101−111.
[30] Tian Z. Ramp metering and the two-capacity phenomenon in
freeway operations[J]. Journal of Transportation Systems
Engineering and Information Technology, 2006, 6(3): 11−20.
[31] Van A M. and Yagar S. Dynamic Integrated freeway/traffic
signal networks: problems and proposed solutions[J].
Transportation Research, Part A, 1998, 22(6): 445−453.
[32] Wu J, Chang G L. An integrated optimal control and algorithm
for commuting corridors[J]. International Transactions in
Operational Research, 1999, 6: 39−55.
[33] Zhang L and Levinson D. Some properties of flows at freeway
Bottlenecks[C]. In Transportation Research Board 83rd Annual
Meeting Compendium of Papers CD-ROM, Washington D.C.,
2004.
[34] Yang H and Yagar S. Some developments in traffic control of
freeway-arterial corridor systems[J]. Transportation Systems:
Theory and Application of Advanced Technology, 1995, 1:
293−298.
[35] Yuan L S and Kreer J B. Adjustment of freeway ramp metering
rates to balance entrance ramp queues[J]. In Transportation
Research, 1969, 5: 127−133.