非常态下异常道路交通状态信息获取技术研究
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摘要
依托《非常态下道路异常状态信息获取技术研发》课题,本文针对现阶段国内外成型的道路交通信息采集、处理及状态判别技术在应对突发非常态事件情况下存在的问题,以增强道路交通信息获取的应急性为目标,以非常态条件下道路交通异常状态信息获取技术为研究对象,以数理统计、人工智能、GIS等先进的技术方法为手段,重点研究了包括非常态下道路交通信息采集、信息处理以及异常状态判别等方面的关键技术。本文首先基于非常态事件下道路交通状态的特点提出了论文的研究目的及意义,并明确了论文的研究思路、研究内容和主要方法。然后结合非常态下道路交通信息需求特点,研究了基于GPS浮动车的单车行程时间的估计方法、非常态下最小样本车数量确定方法、样本车数量不足时基于中位数的交通流平均行程时间估计方法以及基于GPS数据的路网连通瓶颈分析方法等基于GPS浮动车的信息采集技术。针对非常态事件数据信息特点提出了非常态下多源交通信息质量评价与控制方法与基于融合功能与信息层次的多模态动态交通信息自适应融合功能模型,设计了非常态条件下道路交通信息的短时信息预测新方法。最后,在总结已有的常态下交通状态判别技术的基础上,针对几种常见的非常态事件,提出了不同非常态事件下道路交通状态判别方法,并通过分析非常态事件下交通拥挤时空扩散过程提出了基于联合判断的道路交通异常状态时空扩散估计方法。
In recent years, it is frequently occurred of abnormal accidents in the world,such as nature disasters, manufacturing events, social public events, horribleincidents, war and so on, which had a serious impact on the road traffic system,causing huge casualties and property losses. Mudslides, landslides and othergeological disasters triggered by heavy rains will be direct damage to transportinfrastructure; a large area of ice after the snow will affect traffic safety and causetraffic congestion, even when avalanche, causing traffic completely disrupted;various large-scale events held in the venue as the center of the traffic network willmake the traffic to a severe overcrowding state. When the abnormal events occurred,whether the transportation system which known as the “life passage” is able to fullycarry out its function will directly affects the incident scope and the emergencyrescue efficiency.
     As the problems of road traffic information collection, processing and statediscrimination technology in deal with unexpected abnormal accidents nowadays athome and abroad, the aim of this dissertation is to enhance the emergency of roadtraffic information acquisition, take the information acquisition technologies oftraffic under abnormal states as a research object, use mathematical statistics,artificial intelligence, GIS technology and other advanced technology and methodsas means to study the key technologies include traffic information collection,processing and abnormal status discrimination. Designed to explore the rapid andcomprehensive monitoring information collection technology can be applied in thedynamic changes for a large scale of environments, to develop efficient online dataquality evaluation and the rapid data integration technologies for multi-source trafficdata collected, and to accurately discriminate the abnormal status of road traffic andquickly estimate its trend. Therefore, only be able to accurately predict the impactscope and duration of the abnormal status enhance strategy selection andimplementation of the traffic contingency plans under the abnormal states.
     This dissertation relies on the national “863Program” topic “Research on Information Acquisition Technologies of Traffic under Abnormal States”, and themain content of this paper are as follows:
     (1) Introduction. Firstly,the paper introduces the research status of trafficinformation collection, processing and status discrimination under abnormal states athome and abroad, and this gives the main purpose and significance of trafficabnormal status information acquisition technology under abnormal states, and putsforward the thinking, research framework and chapters arrangement.
     (2)Road traffic information collection technology under abnormal states. Basedon summing up the normal traffic information acquisition technology, comparativeanalysis of various means of information collection technology, combined withabnormal traffic information demand characteristics, this part studies cyclingtravel-time estimation method based on GPS equipped floating car, smallest samplesize of vehicles determination method, traffic flow average travel time estimationmethod based on median in insufficient sample size, and bottleneck analysis methodof network connectivity based on GPS data. These can provide real-time andaccurate data support to traffic parameters forecasting and traffic status identificationin next step.
     (3) Large-scale road traffic information processing technology in abnormalstates. First of all, based on the summary and description of the commonly used indata quality evaluation and control methods and the combination of the event inabnormal states, a multi-source traffic information quality evaluation and controlmethod under abnormal states is put forward. Threshold method and traffic flowmechanism method are mainly taken in the discrimination of abnormal data and dataloss in the multi-source traffic information. According to the temporal correlationand spatial correlation, temporal and spatial correlation of the data recovery methodis taken to repair the loss of data and data error, so as to ensure the integrity, validity,accuracy and real-time of the input information of the traffic model. Secondly, themulti-modal dynamic traffic information and adaptive fusion model based on theintegration function and information hierarchies is proposed, which is as the basis forthe development of the traffic information adaptive fusion technology in abnormalstates based on the weighted average method. Finally, the new method aboutshort-time information prediction under the abnormal states of road trafficinformation is designed to get the intrinsic mode function (IMF) by means of theEMD decomposition of traffic parameter data. After the reorganization ofclassification, high-frequency IMF is predicted by gray theory model, intermediate-frequency IMF is predicted by Kalman filter method, andlow-frequency IMF is predicted by adaptive moving average method. Cumulate theresults of above to get the prediction about traffic parameter data in the next timeinterval. Take the multi-step prediction to the real-time traffic parameter ofpredictive data and the historical data under abnormal states, so as to get the finalpredictive data about traffic parameters.
     (4) The road traffic discrimination technology about abnormal status underabnormal states. It is mainly divided into two parts, which include road abnormaltraffic states discrimination technology and the conditions development estimationmethods of abnormal status in road traffic under abnormal states. In the aspect ofstate discrimination, based on the summary of existing traffic state discriminationtechnology under normal states and the full consideration to the characteristics ofeach abnormal state, use different methods to calculate the road capacity of eachabnormal state against several common abnormal states, in order to provide basicdata for the traffic states discrimination and traffic guidance in the next step. Takecongestion and travel speed as discrimination parameters against sections, takesaturation to discriminate the intersections, and take regional congestion todiscriminate the regional traffic states. Discrimination method of different conditionsunder different abnormal states is put forward, which can reflect the real traffic statesbetter and is more adaptable. In the aspect of conditions development estimationunder abnormal states, based on the existing diffusion estimation in normal trafficcongestion, analyze diffusion process about congested space and time underabnormal states by means of the definition of the meaning of traffic congestion andclassification under abnormal states, and design the diffusion estimation method inabnormal state space of road traffic under abnormal states and estimation method inabnormal state duration of road traffic under abnormal states.
     (5) Conclusion and prospect. This part makes a comprehensive summary, andpoints out the existing limitations of the study and the paper further research work ofprospected.
引文
[1] J Burr N Simmons. Floating Vehicle Data-Number of Probes for Real TimeCoverage[C]. ITS World Congress,2001, pp124-129.
    [2] Turner S. M Holdener D J. Probe vehicle sample sizes for real-time information:the Houston experience[C]. Vehicle Navigation and Information Systems Conference,1995, pp:3-10.
    [3] Green, M.W., M.D. Fontaine, B.L. Smith. Investigation of dynamic probe samplerequirements for traffic condition monitoring [C]. TRB2004Annual Meeting,Washington,2002.
    [4] Manual of Transportation Engineering Studies [M], Institute of TransportationEngineers, Washington,2000.
    [5] Li S., Zhu K., Van Gelder B.H.W., Reconsideration of Sample Size Requirementsfor Field Traffic Data Collection Using GPS Devices [C]. TRB2002Annual Meeting,Washington,2002.
    [6] Tantiyanugulchai S. Bertini R. L. Arterial performance measurement using transitbuses as probe vehicles [J]. Intelligent Transportation Systems,2003, Vol.1, pp:102-107.
    [7] Ruey Long Cheu, Der-Horng Lee, Chi Xie. An arterial speed estimation modelfusing data from stationary and mobile sensors [J]. Intelligent Transportation Systems,2001, pp:573-578.
    [8] Bobba Rohini. Predicting speeds on urban streets using real-time GPS data [J].Masters Abstracts International,2000, Vo1.41, pp:1137.
    [9] Faria David Anthony. A framework to transform real-time GPS data derived fromtransit vehicles to determine speed-flow characteristics of arterials [J]. DissertationAbstracts International,2002, No.164-12, Section B, pp:6215.
    [10] Cowan K, Gates, G. Floating Vehicle Data system-realization of a commercialsystem [J]. Road Transport Information and Control,2002, pp: l87-189.
    [11] Hellinga Bruce R, Fu Liping. Reducing bias in probe-based arterial link traveltime estimates [J]. Transportation Research Part C: Emerging Technologies.2002,vo1.10, pp:257-273.
    [12] Piao, J. and McDonald, M. Analysis of Stop&Go Drving Behavior through aFloating Vehicle Approach[C].Proc.Of the IEEE Intelligent Vehicles Syemposium,2003:9-11.
    [13] Simmons N., Gates G. and Burr J.Commercial Application Arising from AFloating Vehicle Data System in Europe[C].In Proceedings of9th World Congress onIntelligent Transport Systems, Chicago,2002,14-17October.
    [14]唐克双,姚恩建.日本ITS开发和运用的实例——名古屋基于浮动车信息的P-DRGS简介[J].城市交通,2006,4(3):74-76.
    [15]张存保,杨晓光,严新平.基于浮动车的交通信息采集系统研究[J].交通与计算机,2006:24(5):31-34.
    [16]邹亮,徐建闽,朱玲湘,温慧英.基于浮动车移动监测与感应线圈融合技术的行程时间估计模型[J].公路交通科技,2007,24(6):114-117.
    [17]于德新,高学英,杨兆升.基于GPS数据及车辆运行特性分析的单车路段行程时间估计[J].吉林大学学报(工学版),2010,40(4):965-970.
    [18]龚珊.基于浮动车GPS数据的行车速度预测模型研究[D].北京:北京交通大学,2009.
    [19]杨立娟.基于浮动车的城市道路行程时间采集与预测方法研究[D].长春:吉林大学,2007.
    [20]沙云飞,曹瑾鑫,史其信.基于GPS的路段旅行时间和速度估计算法研究[C].第一届中国智能交通年会论文集,2005,12.
    [21]裴玉龙,马骥.实时交通数据的筛选与恢复研究[J].土木工程学报,2003(7).
    [22]姜桂艳,牛世峰,李宏伟.动态交通数据质量评价方法研究[J].北京工业大学学报,2011,37(8):1190-1195.
    [23]耿彦斌,于雷,赵慧. ITS数据质量控制技术及应用现状[J].中国安全科学学报,2005,15(1):82-87.
    [24]张祎.浮动车GPS采集交通信息数据质量评估关键技术研究[J].交通工程,2011,11(21):63-65.
    [25] Seri Park. Vehicle monitoring for traffic surveillance and performance usingmulti-sensor data fusion[D].Doctor dissertation of University of Califonia,Irvine,2004.
    [26] Marcel Westerman, Remco Litjens, Jean-Paul Linnartz. Integration of probevehicle and inducation loop data-estimation of travel times and automatic incidentdetection[R]. California PATH research report, UCB-ITS-PRR-96-13.
    [27]邹亮,徐建闽.基于浮动车移动检测与感应线圈融合技术的行程时间估计模型[J].公路交通科技,2007,24(6):114-117.
    [28]高学英.城市道路路段行程时间估计及融合方法研究[D].长春:吉林大学,2009.
    [29] Nagui M Rouphail, Navaneet Dutt. Estimation travel time distributions forsignalized links: model development and potential ITS applications [C]. Proceedingsof the1995Annual Meeting of ITS America,1995:238-241.
    [30] Dharia A, Adeli H. Neural network model for rapid forecasting of freeway linktravel time [J]. Engineering Applications of Artificial Intelligence,2003,16(7/8):607-613.
    [31]高林杰,隽志才,张伟华.基于微观仿真的路段行程时间预测方法[J].武汉理工大学学报(交通科学与工程版),2009,33(3):411-417.
    [32]温惠英,徐建闽,傅惠.基于灰色关联分析的路段行程时间卡尔曼滤波预测算法[J].华南理工大学学报(自然科学版),2006,34(9):66-75.
    [33] Jiuh-Biing Sheu, Stephen G. Ritchie.A new methodology for incident detectionand characterization on surface streets [J]. TRB, National Research Council,Washington,1998, pp:315-335.
    [34] A fuzzy clustering-based approach to automatic freeway incident detection andcharacterization [J]. Fuzzy Sets and Systems,2002:379-380.
    [35]郭恒明,张鹏飞.基于环形线圈的城市道路段交通异常自动检测方法研究[J].上海公路,2001:80-84.
    [36]冮龙晖.城市道路交通状态判别及拥挤扩散范围估计方法[D].长春:吉林大学,2007.
    [37]贾森.基于实时信息的城市道路交通状态判别方法研究[D].北京:北京交通大学,2007.
    [38]邱洁.基于熵和流体力学的城市主干道交通状态判别方法研究[D].哈尔滨:东北林业大学,2010.
    [39] Michalopoulos P.G, Pishaody V.B.Derivation of delays based on improvedmacroscopic traffic models [J]. Transportation Research,1981, pp:299-317.
    [40] Morales, J.M. Analytical Procedure for Estimating Freeway Traffic Congestion[J]. Public Road, Vol.50, No.2, September,1986, pp:55-61.
    [41] Golob, Thomas F., Wilfred W. Recker and John D. Leonard. An Analysis of theSeverity and Incident Duration of Truck-Involved Freeway Accidents [J]. AccidentAnalysis&Prevention. Vol.19, No.4, August1987, pp:375-395.
    [42] G.F. Newell. A Simplified Theory of Kinematic Waves in Highway Traffic I:General Theory [J]. Transportation Research B,1993,27B (4), pp:281-287.
    [43] Lawson, T.W., D.J. Lovell and C.F. Daganzo. Using the Input-Output Diagramto Determine the Spatial and Temporal Extents of a Queue Upstream of a Bottleneck[J]. Transportation Research Record1572, TRB, National Research Council,Washington, D.C.,1997.
    [44] Sheu JB, Chou YH.Stochastic modeling and real-time prediction of incidenteffects on surface street traffic congestion [J]. Applied Mathematical Modeling, No.28,2004, pp:445-468.
    [45]臧华,彭国雄.高速道路异常状况下车辆排队长度的预测模型[J].交通与计算机,2003,(3):10-12.
    [46]姜桂艳,代磊磊等.城市主干路常发性拥挤扩散规律的模拟研究[J].交通与计算机,2006,(1):1-3.
    [47]代磊磊.城市主干路交通拥挤扩散规律及其模型研究[D].长春:吉林大学,2006.
    [48] Quddus M A,Ochieng W Y,Zhao L,Noland R B. A general map matchingalgorithm for transport telematics application[J]. GPS solutions,2003,7(3):157-167.
    [49] Yang Y,Cui X,Gao W. Adaptive Integrated Navigation for Multi-sensorAdjustment Outputs[J]. The Journal of Navigation,2004,57(1):1-9.
    [50]张林.动态车辆导航系统车道级路径引导方法研究[D].长春:吉林大学,2008.
    [51]常安德.基于GPS浮动车的路段行程事件采集方法研究[D].长春:吉林大学,2009.
    [52]吴超腾.基于3GS浮动车的城市路段单车行程时间提取技术研究[D].长春:吉林大学,2008.
    [53] QUIROGA C A. Travel time studies with global positioning and geographicinformation systems:an integrated methodology[J]. Transportation research.PartC.1998,6(1):101-127.
    [54] Young-Ji Byon. GPS-GIS Integrated System for Travel Time Surveys[D].University of Toronto,2005.
    [55]董均宇.基于GPS浮动车的城市路段平均速度估计技术研究[D].重庆:重庆大学,2006.
    [56]高歌.面向ATMS共用信息平台的数据预处理技术的研究[D].长春:吉林大学,2005.5(3):27-30.
    [57]季常煦,杨楠,高歌.面向ATMS共用信息平台的数据与处理技术的研究[J]交通运输系统工程与信息,2005.
    [58]冮龙晖.基于数据融合的城市快速路交通参数短时预测方法研究[D].长春:吉林大学,2004.
    [59]金逸文.城市快速路交通流数据修复方法研究[D].上海:上海交通大学,2008.
    [60] Zhaosheng Yang, Jinqiao Feng, Ge Gao,Lixia Bao. Research on multi-sensortraffic information fusion based on kalman filtering theory[C].11th ITS WorldCongress Nagoya,2004.
    [61]何友等.多传感器信息融合及应用[M].电子工业出版社.北京,2001.
    [62]袁军等.智能系统多传感器信息融合研究进展[J].控制理论与应用,1994,5(11).
    [63]刘同明等.数据融合技术及其应用[M].国防工业出版社.北京,2000.
    [64] N.E.Huang,Shen Z,S.R.Long,et al.The empirical mode decomposition and theHilbert spectrum for nonlinear and non-stationary time series analysis.Proc RsocLond,1998,454:56-78.
    [65] N.E.Huang, R.L.Stever. A new view of nonlinear water waves: the HilbertSpectrum. Annual Review of Fluid Mechanics,1999,(31):417-457.
    [66]曾海平.基于经验模态分解法的滚动轴承故障诊断系统研究[D].杭州:浙江大学,2005.
    [67]王婷. EMD算法研究及其在信号去噪中的应用[D].哈尔滨:哈尔滨工程大学,2010.
    [68]张新天,罗晓辉.灰色理论与模型在交通量预测中的应用[J].公路.2001,08
    [69]杨兆升,朱中.基于卡尔曼滤波理论的交通流量实时预测模型[J].中国公路学报,1999,12(3):63-37.
    [70]朱中,杨兆升.基于卡尔曼理论的实时行程时间预测模型[J].系统工程理论与实践,1999,9:74-78.
    [71]敬喜.卡尔曼滤波器及其应用基础[M].北京:国防工业出版社,1973.
    [72]万学功.基于LabWindows/CVI与EMD方法的动态称重系统研究[D].镇江:江苏大学,2008.
    [73]刘伟铭.高速公路系统控制方法[M].北京:人民交通出版社,1998.
    [74] Jung-Taek Lee. Incident detection algorithm development on signalized urbanarterial streets [D]. Michigan State University,1997.
    [75] Jiuh-Biing Sheu. A fuzzy clustering-based approach to automatic freewayincident detection and characterization [J]. Fuzzy Sets and Systems,2002:379-380.
    [76] Stephen G. Ritchie Ruey L. Cheu. Neural Network Models for AutomatedDetection of Non-Recurring Congestion [R]. University of California, Irvine,1993,pp:10-16.
    [77] John N. Ivan. Neural network representations for arterial street incident detectiondata fusion [J]. Transportation Research Part C, vol.5, No:3/4,1997, pp:245-254.
    [78] Kim Thomas and Hussein Dia. A neural network model for arterial incidentdetection using probe vehicle and fixed detector data [J]. CAITA,2000.
    [79] TRB. Monograph on Traffic Flow Theory [M].2000.
    [80]赵国兴,陈淮,李杰.震后城市交通系统评估与改建[J].世界地震工程,1996,8(3):6-10.
    [81]叶俊明,刘涛,黄勇.冰雪、大雾天气下交通安全保障设施应用研究[J].西部交通科技,2010,11.
    [82]高翔.城市道路交通拥挤扩散估计方法研究[D].长春:吉林大学,2008.
    [83]陈力.城市道路交通拥挤实时判别及其扩散范围估计方法研究[D].广州:广东工业大学,2011.
    [84]刘建华.城市道路常发性交通拥挤扩散范围估计方法研究[D].长春:吉林大学,2007.
    [85] Quinlan J R. Induction of decision trees. Machine Learning,1986,1:81-106.
    [86]刘洪.电力市场分析决策支持系统研究与设计[D].天津:天津大学,2005.
    [87] Pagallo G, Haussler D. Boolean feature discovery in empiricallearning.[C]Machine Learning,1990,5:71-99.
    [88] Cestnik B, Kononenko I, Bratko I. ASSISTANT86:a knowledge elicitation toolfor sophisticated users.[C]In Proceedings of EWSL-87, Bled, Yugoslavia,1987,31-45.
    [89] Michalski R S, Larson J B. Selection of the most representative trainingexamples and incremental generation of VL1hypotheses.[R]ReptNo.78-867,Urbana-Champaign:Department of Computer Science, University ofIllinois,1978.
    [90]李道国,苗夺谦,俞冰.决策树剪枝算法的研究与改进[J].计算机工程,2005,31(8):19-21.
    [91] Xiaoning Zhang, Beibei Jiyang.Traffic Incident Duration with a CombinedClassification Tree and Regression Method[C]. Proceedings Sino-Dutch cooperationon Intelligent Transport Systems and Road Safety.Beijign:2007,pp:5-13.
    [92] Xiaoning Zhang, Beibei Jiyang.Traffic Incident Duration Estimation withBayesian Decision Tree [C]. Proceedings Sino-Dutch cooperation on IntelligentTransport Systems and Road Safety.Beijign:2007,pp:19-28.
    [93]刘伟铭,管丽萍,尹湘源.基于决策树的高速公路事件持续时间预测[J].中国公路学报,2005,1:99-103.
    [94] Pawlak Z.Rough sets:theoretical aspects of reasoning about data[J].Netherlands:Kluwer Acadecmic Publishers,1991.
    [95]苗夺谦,王珏.基于粗糙集的多变量决策树构造方法[J].软件学报,1997,8(6);425-431.
    [96]邱云飞,王光,关晓林,邵良杉.基于VPRS多变量决策树优化算法[J].计算机系统应用,2010,12.
    [97]冯少荣.决策树算法的研究与改进[J].厦门大学学报.2007,7:496-500.

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