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基于多源数据的干线协调控制策略 被引量:3

Arterial Coordinate Control Strategy Based on Multi-Source Data
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摘要 为针对不同的交通流状态选取合适的干线协调控制策略,基于线圈、视频、微波获取的多源实时交通数据,利用车队离散模型和卡尔曼滤波模型获取各转向流量,采用HCM(Highway Capacity Manual)公式计算排队长度和延误,并根据干道交叉口排队长度界定干线交通流状态:欠饱和、接近饱和、过饱和,从而选择相应的干线协调控制策略:在欠饱和状态下采用最大绿波带法,在接近饱和状态下采用改进的多带宽协调模型,在过饱和状态下采用排队占比最小模型。以青岛市香港中路为例,通过VISSIM仿真软件对算法和策略进行仿真测试和评价,结果表明:不同交通状态下的干线协调策略与原始控制方案相比,平均延误减少了19.4%,平均停车次数减少了22.8%,平均排队长度减少了7.4%。 In order to select appropriate arterial coordinate control strategies for different traffic flowstates, based on the multi-source data from coil, video and microwave, the turning flows were obtainedby using Platoon Dispersion Model and Kalman Filter Model, while the queue length and delay were cal-culated through the formula in Highway Capacity Manual. Traffic flow states, including under-saturated,near-saturated and over-saturated, were identified according to queue length and then corresponding ar-terial coordination strategies were chosen. The MAX Green Wave Band Model was used in the under-saturated state, the improved Bandwidth Coordination Model in the near-saturated state and the MinimalQueue Proportion Model in the over-saturate state. Taking Hong Kong Road in Qingdao as the example,simulation assessment results of VISSIM show the proposed model decreases the average delay by19.4%, average number of stops by 22.8%and average queue length by 7.4% compared with originalstrategies.
出处 《交通运输研究》 2015年第5期37-43,共7页 Transport Research
关键词 多源数据 车队离散模型 卡尔曼滤波 干线协调 平均排队占比最小 multi-source data Platoon Dispersion Model Kalman Filter Model arterial coordination minimum average queue ratio
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参考文献9

  • 1LI B B, MOOR B D. Recursive Estimation Based on the Equality-Constrained Optimization for Intersection Origin- Destination Matrices[J]. Transportation Research Part B: Methodological, 1999, 33(3): 203-214.
  • 2XU F Z, SU Y Q, LIU H. Research of Optimized Adaptive Kalman Filtering[C]//Proceeding of The 26th Chinese Con- trol and Decision Conference (2014 CCDC). Changsha: IEEE, 2014: 1210-1214.
  • 3Transportation Research Board. Highway Capaeity Manual [Z]. Washington D. C.: Transportation Researeh Board, 2010.
  • 4钱喆,徐建闽.基于线圈检测的过饱和交通状态判别[J].华南理工大学学报(自然科学版),2013,41(8):93-98. 被引量:13
  • 5LONGLEY D. A Control Strategy for a Congested Comput- er- Controlled Traffic Network[J]. Transportation Research, 1968, 2(4): 391-408.
  • 6LO H, CHOW A. Control Strategies for Oversaturated Traf- fie[J]. Journal of Transportation Engineering, 2004, 130(4): 466-478.
  • 7HAJBABAIE A, MEDINA J C, BENEKOHAL R F. Traffic Signal Coordination mad Queue Management in Oversaturat- ed Intersection[R]. Urbana: University of Illinois at Urbana Champaign, 2011.
  • 8唐克双,孔涛,王奋,李克平.一种改进的多带宽干线协调控制模型[J].同济大学学报(自然科学版),2013,41(7):1002-1008. 被引量:32
  • 9焦朋朋,陆化普,杨珊珊.动态OD反推理论中的关键问题研究[J].公路交通科技,2004,21(12):93-95. 被引量:6

二级参考文献26

  • 1关伟.交通拥堵发生时车道非同态性变化的仿真分析[J].系统仿真学报,2006,18(5):1339-1342. 被引量:7
  • 2PATTON R J, FRANK P M, CLARK R. Fault diagnosis in dynamic systems: Theory and application [M]. New Jersey: Prentice~Hall, 1989.
  • 3Wu W,Kachroo P.Dynamic Traffic Origin-destination Estimation Using Kalman Filter:An Application to Beltway Network with VMS Control[C].Pittsburgh,Pennsylvania:Proceedings of SPIE-Photonics East,1997,3207:242-249.
  • 4Ashok K,Ben-Akiva.Dynamic Origin-destination Matrix Estimation and Prediction for Real-time Traffic Management Systems[C].Proc.of the 12th International Symposium on Transportation and Traffic Theory,1993:465-484.
  • 5Chang G,Wu J.Recursive Estimation of Time-varying O-D Flows from Traffic Counts in Freeway Corridors[J].Transportation Research,1994,B28:141-160.
  • 6Ran B Boyce.Dynamic Urban Transportation Network Models:Theory and Implications for IVHS[M].Spring-Verlag Berlin Heidelberg,1994.
  • 7Institute of Transportation Engineers. Transportation and traffic engineering handbook[M]. 2nd ed. Uppersaddle River: Prentice-Hall, 1982.
  • 8Little J D C. The synchronization of traffic signals by mixed- integer linear programming[J]. Operations Research, 1966, 14:568.
  • 9Chang E C P, Cohen S L, Liu C C, et al. MAXBAND-86: program for optimizing left turn phase sequence in multi- arterial closed networks[J]. Transportation Research Record 1181, 1988: 61.
  • 10Gartner N H, Assmann S F, Lasaga F, et al. A multi-band approach to arterial traffic signal optimization [J]. Transportation Research, 25B, 1991 .. 55.

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