考虑公交优先的城市道路时空资源优化方法研究
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摘要
公交优先是交通管理中体现大众优先和“以人为本”的一种理念及策略,对缓解交通压力和保证城市可持续发展都具有重大意义,因此也成为当今各个国家城市交通发展的主流趋势。具体来讲,公交优先的管理措施可分为空间优先和时间优先两类。空间优先(主要指设置公交专用道、专用进口道等)可以有效减少社会车辆对公交车辆的干扰,保证公交车辆的优先通行;时间优先(主要指公交优先信号控制技术)通过合理的分配交叉口时间资源,可以减少公交车辆在交叉口处的时间损失,是实现公交优先诸多措施中最为直接、有效的一种方法。本文即以公交优先下的城市路网时空间资源优化为核心,着重研究公交专用道的最佳设置数量、考虑公交优先下的控制子区动态划分以及信号协调的具体控制方法。根据以上内容,论文在以下四个方面展开重点研究。
     (1)公交优先策略的影响因素分析及公交发展模式选择分析城市公交优先策略实施的影响因素,主要包括城市交通的发展理念、城市形态以及城市内部区域功能定位等,并通过实际数据确定主要影响因素与公交优先策略的关系;此外,公交优先发展模式受多层次、多类型的诸多因素影响,通过层次分析法可确定不同层次不同因素的具体权重取值,进而确定公交发展模式的评价指标,为不同情况的公交优先发展模式的选择提供理论基础。
     (2)公交优先下的城市路网空间资源配置方法公交专用道上的公交车辆受公交站点停靠以及信号交叉口等因素的影响。基于生灭过程和间隙接受理论推导了公交车辆在公交站点处的平均进站时间、平均逗留时间和平均出站时间,确定特定公交需求及社会车辆需求下的公交站点对公交专用道通行能力的影响程度,得到公交站点影响下的公交专用道通行能力模型;
     此外,在信号控制的影响下,公交专用道的路段通行能力受交叉口间距和交叉口相位绿信比两个因素的影响,根据实测数据分析得到公交专用道通行能力与路段基本通行能力、交叉口间距以及相位绿信比三个因素的回归模型;针对杭州市的实际公交线路专用道,理论分析了需设置的公交专用道条数,并采用VISSIM仿真说明优化后的公交专用道资源能够有效提升公交线路的综合运行效率。
     (3)公交优先下的控制子区划分方法子区划分是进行干线协调以及区域协调控制的前提和基础。论文分析了公交优先下制约控制子区划分的影响因素,并在传统控制子区划分方法的基础上,推导了公交车辆延误及公交路径的关联度模型,提出了公交优先下控制子区的划分流程,并通过仿真说明了公交车辆服务时间对交叉口动态关联度以及子区划分的重要影响。
     (4)公交优先下的干线协调控制方法公交优先信号控制是一种优先考虑公交车辆利益的信号优化技术,通过信号配时技术在社会车辆和公交车辆之间优化分配交叉口时间通行权,实现既定的公交优先策略。相位差是协调控制中最为关键因素,论文针对传统数解法在求解相位差的过程中存在诸多问题,提出了一种改进算法,并在协调控制思想的基础上分析了公交优先制约下影响控制子区划分的因素,提出了考虑公交车绿波带的干线公交优先信号控制策略,推导配时参数优化方法。同时,结合VISSIM仿真分析验证了公交优先信号协调控制对提高区域综合运行效率的影响。
     最后,总结了全文的研究进展及主要成果,并提出了研究过程中需要完善及进一步探索的内容及问题。
Bus priority traffic management is a special strategy that reflected in public priorities and people-oriented, and it is also useful to alleviate traffic pressure and ensure sustainable urban development, therefore, it has become the trends of urban transport among various national. Generally, Specific bus priority management measures can be divided into two types: space priority and time priority. Space priority (mainly setting bus lanes, special import channel, etc.) can reduce interference between buses and social vehicles effectivly, and is alos could ensure the priority access of buses; Time priority (mainly bus priority signal control technology) can reduce the loss time of buses through allocating the time resources resonably at intersections, it is one direct and effective bus priority measures. This paper would take the urban road network resource optimization as the research emphas, and it focused on the best bus lane set number of bus priority and the control of the promoter region of the dynamic signal coordination and division of specific control methods.considering bus priority. According to the analisis above, this papers focus on four aspects in the following:
     1. Factors affecting transit priority strategy analysis and mode selection. This part would Analyze urban public transport strategy for the implementation of priority factors, including the development of the concept of urban transport, urban form and urban function and positioning within the region, and it could determine the main factors affecting the relationship with the bus priority strategies through the actual data; moreover, the model for bus priority development affected by the multi-level type of many other factors, the specific values of the weights could be determined by level of analysis of different factors at different levels, and then, the mode of development of the evaluation public transport can be determined. The results might provide a theoretical basis for bus priority for the different circumstances of the choice of development model.
     2. Optimal allocation of urban road network space resources under the condition of bus priority.the buses on the bus lanes are affected by the bus stops at the bus stations, the traffic signal at intersections and other factors. The average waiting time at bus stations and average outbound time models were derived based on Birth-death process and gap acceptance theory, and it also determined the influence degree of bus stations on the capacity of bus lanes, with the special characteristics of transit needs and social needs of the vehicle under the bus stops, then the capacity model of bus lanes with the influence of bus stations was proposed.
     In addition, the road capacities of bus lanes are affected by two factors with the influence of traffic signals: one is the distance of any two continuous intersections; the other one is the spilt at the upper intersection. Based on the traffic data obtained by field survey, the regression model of capacity of bus lanes with the influencing factors, inculding traffic capacity of the basic road, the distance of any two contimuous intersections, and spilts, was determined; aming at the actual bus lines in Hanhzhou, the theoretical analysis of the need to set the number of bus lanes was finished and the overall efficiency of the bus lines was evaluated by VISSIM simulation, and the results shows that the optimal value can effectively improve the overall efficiency of network.
     3. Control sub-region division method under the condition of bus priority. Control sub-region division is the basis of arterial coordination and regional coordination control. This paper analyzed the influence factors for control sub-region division under the condition of bus priority firstly, and then deduced the the average buses delay model and the relational degree model based on the traditional methods of control sub-zoning, and it also proposed the process of control sub-region division. At last, the inportant influence of the buses service time correlation on the dynamic intersection and into the important impact of the promoter region was presented by simulation.
     4. Arterial coordination methods under the condition of buses priority. Bus priority signal control is a signal control technology which priority to the interests of public transportation vehicles, and it achieved one special control strategy by optimizing the signal timing which could optimize the allocation the rights of vehicles passage and buses passage at intersections. Moreover, the phase difference is one critical factor in arterial coordination. This paper pointed out the the problems of traditional numerical method and proposed a new improved algorithm. In the following, the influence factors of control sub-region division were analyzed based on the idea of arterial coordination, and then, the average buses delay model and the relational degree model among different routes were determined. At last, the control strategy of arterial cootdination and the timing parameters optimization method was proposed considering the green wave; meanwhile, VISSIM simulation was finished and the results showed that: the bus priority signal control could improve the integrated regional operating efficiency effectively.
     In the last, the main progress and achievement of this dissertation are summarized, and thecontents and problems which need to perfect and explore further more in the study are putforward.
引文
[1] http://www.gov.cn/gongbao/content/2005/content_92902.htm
    [2]高昆,张海.城市交通中的公交优先策略[J].交通运输系统工程与信息, 2006, 6(2):23-26.
    [3]沈巍.大城市公交优先发展战略研究[D].江苏南京:东南大学, 2006.
    [4]陈洁译.可持续发展的交通:发展中国家城市交通所面临的挑战——概述
    [5]史春华,杨晓光,曾松.城市公交专用道的设置与设计[J].城市轨道交通研究, 2000(2):49-52.
    [6]王扬,赵慧丽,王丽娟.城市公交专用道设置方式解析[J].石家庄铁道学院学报,2005,18(3):69-72.
    [7]李平凡.公交优先措施影响分析[D].陕西西安:长安大学, 2004.
    [8] Christopher White, drew Walsh, tt MacDonald.蒋冰蕾译.缓解希思罗机场的拥挤-M4快速路公交专用道[M]. 1999, 21-24.
    [9] Jean Vivier.Public transport Priority not environmentally-friendly? [R]. Public Transport Iniernational 2002, 2:37.
    [10]张晓斌.对公交优先发展的一些相法[J].国外城市规划.1999,1:25-26.
    [11] Ernst Joos. Kunming-A model city for a sustainable urban development and Transport Policy in China [J].Public Trsport Inteational.2000, 5:24-27.
    [12]杨晓光,史春华.先进的公共汽车交通专用道系统研究[J].ITS通讯,2001,(1):9-17.
    [13]任福田,等.道路通行能力手册(美1985年版) [M].北京建筑工业出版社, 1986.
    [14]张亚平,裴玉龙.道路通行能力研究现状及发展综述[J].交通运输工程学报, 2002, 2 (2): 94-97.
    [15] Levinson Herbert S, Hoev William E·Some Reflections on Transit Capacity [J]·Proc Int Symp Highw Capacity Level Serv, 1991: 239-243·
    [16] Kittelson, Associates, Inc, Transit Capacity and Quality of ServiceManual [R].Part 2: BusTransit Capacity, 1999.
    [17] Foreman, Chandra·Florida Metropolitan Planning Organization Reportson Transit Capacity and Quality of Service: First-year evaluation [R]·Transportation Research Record, 2003: 128-134·
    [18] Kittelson, Associates, Inc·Transit Capacity and Quality of ServiceManual 2nd Edition [R]. Part 4: BusTransit Capacity, 2003.
    [19]郑丽丽,宋瑞.利用公交通行能力解决公交问题的探讨[J].公路交通科技, 2005, 22(6):143-146.
    [20]李铁柱,丁建友,孙云峰,何炜.城市主干道公交专用道设置交通条件研究[J].昆明理工大学学报(理工版), 2010, 35(1):56-60.
    [21]朱琳,强添纲,王春蕾.停靠站对公交专用道通行能力的影响分析[J].森林工程, 2010, 26(6):66-91.
    [22]杨孝宽,曹静,宫建.公交停靠站对基本路段通行能力影响[J].北京工业大学学报, 2008, 34(1):65-71.
    [23]吴娇蓉,郑宇.设定服务水平的公交专用道通行能力研究[J].同济大学学报(自然科学版), 2008, 36(2):197-201.
    [24]李娜,陈学武.公交车中途停靠站停靠能力及设计站长计算初探[J].土木工程学报, 2003, 36(7):72-77.
    [25]杨晓光,阴炳成.公共汽车交通专用道及其停靠站最佳布置方法[J].同济大学学报(自然科学版), 2004, 32(7):901-905.
    [26]丁建勋,黄海军.考虑停靠站影响的公交运输系统模型[J].物理学报, 2010, 59(5):3093-3098.
    [27] Andrew Butler Nash. P.E. Implementation of Zurich’s Transit Priority Program [M]. San Jose: The Mineta Transportation Institute, 2000.
    [28] Peter Kirchhoff. Public transit research and development in Germany [J].Transportation Research Part A, 1995, 1:1-7.
    [29] Christopher Dickersono Hunter. Guidelines for the Successful Implementation of Transit Signal Priority on Arterials [D].Washington D.C.: University of Washington, 2000: 16-21.
    [30] Guey-Shii Lin, Ping Liang, Paul Schonfeld, Robert Larson. Adaptive Control of Transit Operations [R]. Maryland: Transportation Studies Center University of Maryland, 1995: 6-10.
    [31] Kevin N Balke, Conrad L. Dudek, Thomas Urbanik, Development and Evaluation of an Intelligent Bus Priority Concept [J].Transportation Research Record, Washington, D.C.: Transportation Research Board, 2000, 1727: 12-19.
    [32] Yann Wadjas, Peter G Furth. Transit Signal Priority along an Arterial Using Advanced Detection [J].Washington, D.C.: Transportation Research Record, Transportation Research Board, 2003, 1856:11-17.
    [33] Alexander Skabardonis. Control Strategies for Transit Priority [M/CD]. TRB-CDROM, Washington. D C: National Research Council, 2000.
    [34] Furth P G, T H J Muller. Conditional Bus Priority at Signalized Intersections: Better Service Quality with Less Traffic Disruption [J].Transportation Research Record, Washington, D.C.: Transportation Research Board, 2000, 1731: 23-30.
    [35] Meenakshy Vasudevan, Gang-Len Chang. Design Framework for Intergrating Real-Time Bus Priority Control with Robust Arterial Signal Progression [M/CD]. TRB,National Research Council, Washington, D.C., 2001.
    [36] Yagar S. Efficient transit priority at intersections [J]. Transportation Research Record, Washington, D.C.: Transportation Research Board, 1993, 1390:10-15.
    [37] Yagar S., Han. B. A procedure for real-time signal control that considers transit interference and priority [J].Transportation research Part B, 1994, 28(4):315- 331.
    [38] Der-Horng Lee, Wei Huang. A new methodlogy for multi-level bus prioritization at signalized intersections [M/CD]. TRB-CDROM, Washington. D C: National Research Council, 2004.
    [39]Meng Li, Yafeng Yin, Kun Zhou, Wei-Bin Zhang, Hongchao Liu and Chin-Woo Tan. Adaptive Transit Signal Priority on Actuated Signalized Corridors [M/CD].TRB-CDROM, Washington. D C: National Research Council, 2005.
    [40]Hongchao Liu, xander Skabardonis, Wei-bin Zhang. A Dynamic Model for Adaptive Bus Signal Priority [M/CD]. TRB-CDROM, Washington. D C: National Research Council, 2003.
    [41] Hongchao Liu, Meng Li, Alexander Skabardonisetal. Development and application of a simulation tool for transit signal priority [M/CD]. TRB-CDROM, Washington. D C: National Research Council, 2004.
    [42]Richardson A J, Ogden K W. Evaluation of active bus-priority signals [J].Transportation Research Board, ashington, D.C.: Transportation Research Board, 1979, 718: 5-12.
    [43] Heydecker BG. Capacity at a signal-controlled junction where there is priority for buses [J]. Transportation Research, 1983, 17B(5): 341-357.
    [44]马万经,杨晓光.单点公交优先感应控制策略效益分析与仿真验证[J].系统仿真学报, 2008, 20(12): 3309-3313.
    [45]徐洪峰,李克平,郑明明.基于逻辑规则的单点公交优先控制策略[J].中国公路学报, 2008, 21(5): 96-102.
    [46]徐洪峰.城市道路单点自适应控制策略与算法研究[D].上海:同济大学, 2007.
    [47]陈光勤.基于车头时距的快速公交车辆交叉口信号优先[J].交通与计算机, 2005, 23(3): 11-15.
    [48]杨晓光,林瑜,杭明升.信号控制交叉口公共汽车优先信号确定方法研究[J].中国公路学报, 2001,14(增刊):101-105.
    [49]阴炳成,杨晓光.交叉口单点公共汽车交通优先控制方法研究[J].公路交通科技, 2005, 22(12):123-126.
    [50]张卫华,石琴,刘强.公交优先信号交叉口延误计算与配时优化方法[J].华中科技大学学报(城市科学版), 2004, 21(4):30-33.
    [51]张卫华,陆化普,石琴,刘强.公交优先的信号交叉口配时优化方法[J].交通运输工程学报, 2004,4(3):49-53.
    [52]路庆昌,龙科军,邓海龙.被动公交优先的交叉口信号周期优化模型研究[J].中国市政工程, 2007, 3:9-12.
    [53]陈群,晏克非.考虑公交优先的城市交叉口遗传算法信号配时研究[J].系统工程理论与实践, 2005, 11:133-138.
    [54]李赫楠.单个交叉口公交优先信号控制方法研究[D].吉林长春:吉林大学, 2008.
    [55]张宇.基于延误的单个交叉口公交优先信号控制方法研究[D].吉林长春:吉林大学, 2008.
    [56]别一鸣.公交车行程时间预测方法研究[D].吉林长春:吉林大学, 2009.
    [57]别一鸣,宋现敏,朱慧,王殿海.无公交专用道下的单点公交优先控制[J].交通信息与安全, 2009, 5(增):36-40.
    [58]林赐云.公交信号优先系统设计及实施技术研究[D].吉林长春:吉林大学, 2007.
    [59]万绪军,陆化普.实时自适应交通信号控制优化理论模型[J].交通运输工程学报,2001, 1(4):60-66.
    [60]李瑞敏,陆化普.公交优先的交通信号多层模糊控制模型[J].清华大学学报(自然科学版), 2006, 46(9:1509-1513.
    [61]季彦婕,邓卫,王炜,张卫华等.基于公交优先通行的交叉口相位设计方法研究[J].公路交通科技, 2004, 21(12):118-122.
    [62]季彦婕,邓卫.交叉口预信号公交优先方案及效益评价[J].华中科技大学学报(城市科学版), 2003, 20(1):83-85.
    [63]关伟,申金升,葛芳等.公交优先的信号控制策略研究[J].系统工程学报, 2001, 16(3):176-180.
    [64]Francois Dion, Bruce Hellinga. A rule-based real-time traffic responsive signal control system with transit priority application to an isolated intersection [J].Transportation Research Part B, 2002(36): 325-343.
    [65] Fran?ois Dion, Bruce Hellinga. A Methodology for Obtaining Signal Coordination within A Distributed Real-Time Network Signal Control System with Transit Priority [M/CD]. TRB-CDROM, Washington. D C: National Research Council, 2001.
    [66]Meenakshy Vasudevan. Robust optimization model for bus priority control under aerterial progression [D]. Maryland: University of Maryland, 2005.
    [67] Gang-len Chang, Meenakshy Vasudevan, Chih-chiang Su. Modeling and evaluation of adaptive bus-preemption control with and without automatic vehicle location systems [J].Transportation Research A, 1996, 30(4): 251-268.
    [68] Meenakshy Vasudevan, Gang-Len Chang. Design Framework for Integrating Real-Time Bus Priority Control with Robust Arterial Signal Progression [M/CD]. TRB-CDROM, Washington. D C: National Research Council, 2001.
    [69]Richardson A J, Ogden K W. Evaluation of active bus-priority signals[J].Transportation Research Record, Washington, D.C.: Transportation Research Board, 1979, 718: 5-12.
    [70] Pitu Mirchandani, Lary Head, Anna Knyazyan. An Approach towards the Intergration of Bus Priority and Traffic Adaptive Signal Control [M/CD]. TRB-CDROM, Washington. D C: National Research Council, 2000.
    [71]Gene M. McHale. An Assessment Methodology for Emergency Vehicle Traffic Signal Priority Systems [D]. Virginia:University of Virginia,2002.
    [72]Pitu Mirchandani, Lary Head, Anna Knyazyan. An Approach towards the Intergration of Bus Priority and Traffic Adaptive Signal Control [M/CD].TRB-CDROM, Washington. D C: National Research Council, 2000.
    [73]曹成海,裴玉龙.城市交叉口公交优先信号协调模式探讨[J].农业装备与车辆工程, 2006, 10: 22-28.
    [74]李凤.公交信号优先协调控制理论与方法研究[D].吉林大学, 2009.
    [75]王殿海,李凤,宋现敏.干线协调控制中公共周期优化方法研究[J].交通信息与安全, 2009.10.
    [76]Feng Li, Dian-Hai Wang, Jian Wang, Sheng Jin. An Approach of Transit Passive Priority with Transit Phase Overlapped at Intersection of Arterial Signal Progression,ITSC08, 2008.10:729-733.
    [77]刘红红,王鑫钥,杨兆升.城市公共交通优先的信号控制策略[J].公路交通科技, 2004, 21(5): 121-124.
    [78]孔祥杰,沈国江,梁同海.具有公交优先的路网交通流智能协调控制[J].浙江大学学报(工学版), 2009, 43(6):1026-1031.
    [79]马万经,杨晓光,云美萍.考虑公交发车频率的信号优先控制方法[J].同济大学学报(自然科学版), 2007, 35(11):1470-1475.
    [80]马万经,吴志周,杨晓光.基于交叉口群公交优先协调控制方法研究[J].土木工程学报, 2009, 42(2): 105-111.
    [81]马万经.公交专用道信号优先控制理论研究[D].上海:同济大学, 2008.
    [82]刘腾飞.协调控制下公交优先控制方法的研究[D].辽宁大连:大连理工大学, 2009.
    [83]郭欣蕾,张海. BRT线路公交信号优先协调与控制方法研究[J].交通运输系统工程与信息, 2009, 9(3):128-134.
    [84]S.C. Wong, W.T. Wong, C.M. Leung, C.O. Tong. Group-based optimization of a time-dependent TRANSYT traffic model for area traffic control [J].Transportation Research Part B, 2002, 36:291-312.
    [85]全永燊.城市交通控制[M].北京:人民交通出版社, 1989.
    [86]Byungkyu. Park, Nagui M. Rouphail, Jeffrey P. Hochanadel, Jerome Sacks.Evaluation reliability of TRANSYT-7F optimization scheme [J].Journal of Transportation Engineering, 2001, 127(4):319-326.
    [87]SIEMENS. SCOOT User Guide [M]. Dorset: Traffic Controls Ltd, 2001.
    [88]Taale H, Fransen W.C.M, Dibbits J. The second assessment of the SCOOT system in Nijmegen[C]. Washington D.C: IEEE Road Transport Information and Control, 1998.
    [89]Chandler M.J.H, Cook D.J. Traffic control studies in London: SCOOT and bus detection[C]. London: PTRC Annual Summer Meeting, 1985, 269:111-128.
    [90]Peck. C, Gorton. P.T.W, Liren Duan.The application of SCOOT in developing countries[C]. London: Third International Conference on Road Traffic Control, 1990, 320:104-109.
    [91] Madeleine Louise B. Bandera, Joy Roxanne Q. Bibit, Milestill C. Young et al. A Statistical Evaluation of Traffic Flow Data Obtained from the Sydney Coordinate Adaptive Traffic System (SCATS) Prior to Decision Support System (DSS) Implementation [J].DLSU Engineering e-Journal, 2007,1(1):55-69.
    [92]Brian Wolshon a, William C. Taylor. Analysis of intersection delay under real-time adaptive signal Control [J].Transportation Research Part C, 1999, 7:53-72.
    [93]A.G.SIMS, K.W.Dobinson. The Sydney coordinated adaptive traffic system philosophy and benefits [J].IEEE Transcactions on Vehicular Technology, 1980, 29(2):130-138.
    [94]RTA. SCATS Picture 6.0y user manual [M]. Strawberry: Roads and Traffic Authority of New South Wales, 2007.
    [95]Real-Time Traffic Signal Optimization with Transit Priority: Recent Advances in the Signal Priority Procedure for Optimization in Real-Time Model [J]. Transportation Research Board, ashington, D.C.: Transportation Research Board, 1998, 1643: 100-109.
    [96]Mirchandani P. B. and Head K. L. A real-time traffic signal control system: architecture algorithm and analysis [J].Transportation Research Part C, 2001, 9: 415-432.
    [97] Head K. L. and Mirchandani P. B. Final report—RHODES project: phaseⅡ(A). Report FHWA-AZ94-383, Arizona Department of Transportation, Phoenix, 1994.
    [98]S. Sen and K. L. Head. Controlled optimization of phases at an intersection [J]. Transportation Science, 1997, 31: 5-17.
    [99]Head K L, Mirchandani P B, Shelby S. The RHODES prototype: a description and some results [M/CD].TRB-CDROM, Washington. D C: National Research Council, 1998.
    [100] Shalaby, A, A. Farhan. Bus Travel Time Prediction for Dynamic Operations Control and Passenger Information Systems [M/CD]. TRB-CDROM, Washington. D C: National Research Council, 2003.
    [101]国家“畅通工程”报告:城市交通管理科学水平专题, 2009.
    [102]广州市交通规划研究所.广州市万户居民出行调查报告[R].广州:广州市交通规划研究所, 2003.
    [103]张涛.中小城市居民出行特征分析及交通发展对策研究[J].交通科技, 2005, 3:90-92.
    [104]李海峰.城市形态-交通模式和居民出行方式研究.2006:60-62.
    [105]昆明市政府.昆明城市综合交通体系规划规划模型建立及方案测试, 2005.
    [106]许树柏.层次分析法引论[M].中国人民大学出版社, 1990.
    [107]李作敏.交通工程学[M].北京:人民交通出版社, 2002.
    [108]肖秋生,徐慰慈.城市交通规划[M].北京:人民交通出版社, 1990.
    [109] Transportation resaerch board,National Reaearch Council. Highway Capacity Manual Speeial Report209.Third Edition. Washington DC:TmnsPortationResearchBoard,1994.
    [110]刘锐.城市公共交通网络容量研究[D].陕西西安:长安大学, 2004.
    [111]李俊杰.高等数学[M].浙江大学出版社, 2001.
    [112]胡运权.运筹学教程[M].清华大学出版社, 2003.
    [113]王炜,过秀成等.交通工程学.南京:东南大学出版社, 2000.
    [114]马东方,王殿海,杨希锐,陈松.有限优先下交叉口信号设置的临界流量依据[J].东南大学学报(自然科学版), 2010, 40(4): 860-865.
    [115]王殿海,马东方,陈永恒.主支路交叉口设置信号的临界流量[J].西南交通大学学报, 2009, 44(5): 759-763.
    [116]马东方.交叉口信号设置基本依据研究[D].吉林长春:吉林大学, 2009.
    [117]高海龙,王炜,刘秉轩,项彦彦.中国典型地区无信号交叉口临界间隙调查[J].东南大学学报(自然科学版), 2000. 30(03).100-103.
    [118] Brilon W, Koenig R, Troutback RJ. Useful estimation procedures for critical gaps [J]. Transportation Research Part A, 1999, 33(3-4):161–186.
    [119] Hagring O. Estimation of critical gaps in two major streams [J]. Transportation Research Part B, 2000, 34(4):293-313.
    [120] Polus A, Shmueli S. Entry capacity at roundabouts and impact of waiting times [J]. Road and Transport Research, 1999, 8(3): 43–54.
    [121] Moshe A.P, Abishai P, Moshe L. A decision model for gap acceptance and capacity at intersections[J] .Transportation Research Part B ,2002,36(7):649–663
    [122] Troutbeck RJ, Kako Soichiro. Limited priority merge at unsignalized intersections [J]. Transportation Research Part A, 1999, 33(3-4):291-304.
    [123]王殿海.交通流理论[M].人民交通出版社, 2002.
    [124]陈宽民,严宝杰.道路通行能力分析[M].人民交通出版社, 2003.
    [125] Highway Capacity Manual. TRB, National Research Council, Washington, D.C., 2000.
    [126]杨晓光,阴炳成.公共汽车交通专用道及其停靠站最佳布置方法[J].同济大学学报(自然科学版), 2004, 32(7):901-905.
    [127] GB 50220-95.城市道路交通规划设计规范[S].1995.
    [128] Gartner N.H., Pooran F.J., Andrews C.M. Implementation of the opac adaptive control strategy in a traffic signal network[C]. Intelligent Transportation Systems, 2001, Proceedings. 2001 IEEE, 2001:195-200.
    [129] Head K. Larry, Mirchandanai Pitu B., Shelby Steve. The Rhodes prototype: A description and some results[R]. Universtiy of Arizona, Tucson, 1998.
    [130] NSW Roads and TrafficAuthority of Scats user manual [M]. AUSTRALIA, 1997.
    [131]莫汉康,彭国雄,云美萍.诱导条件下交通控制子区自动划分[J].交通运输工程学, 2002, 5(22):67-72.
    [132]马莹莹.面向交通小区的交通控制策略研究[D].上海:同济大学, 2009.
    [133]陈晓明.交通控制子区动态划分指标[D].吉林长春:吉林大学, 2007.
    [134] Hall Kenenth M. An r-dimensional quadratic placemengt algrithm. Management Science, 1970, 17:219-229.
    [135]马莹莹,杨晓光,曾滢.基于谱分析的城市交通信号控制网络小区划分方法[J].系统工程理论及实践, 2010, 30(12):2290-2296.
    [136]马万经,李晓丹,杨晓光.基于路径的信号控制交叉口关联度计算模型[J].同济大学学报(自然科学版), 2009, 37(11):1462-1466.
    [137]卢凯,徐建闽,李轶舜.基于关联度分析的协调控制子区划分方法[J].华南理工大学学报(自然科学版), 2009, 37(7):6-9.
    [138]陈宁宁.信号控制子区动态划分及区域自适应协调控制研究[D].广东广州:中山大学, 2010.
    [139]李晓丹,储浩,杨晓光.城市道路网络交通小区概念解析[J].武汉理工大学学报(交通科学与工程版),2009,33(5):972-975.
    [140]杨庆芳,陈林.交通控制子区动态划分方法[J].吉林大学学报(工学版), 2006, 36(S2):139-142.
    [141]潘振兴.基于手机信息的交通小区划分与OD预测问题研究[D].上海:同济大学,2009.
    [142]彭国雄,莫汉康.诱导条件下交通控制子区自动划分研究[J].道路交通与安全, 2001, 5:23-28.
    [143]城市交通信号优化控制算法研究[D].山东大学, 2007.
    [144] WilliamR. Meshane. Traffic Engineering, SeeondEdition [M].PreniieeHall, 1999.
    [145] Edmond, Chang C P. Evaluation of interconnected arterial traffic signals [J].Transportation Planning Journal Quarterly, 1986, 15(1):137-156.
    [146]宋现敏.交叉口协调控制相位差优化方法研究[D].吉林长春:吉林大学, 2005.
    [147]王殿海,杨希锐,宋现敏.交通信号干线协调控制经典数值计算法的改进[J].吉林大学学报(工学版), 2011, 41(1):29-34.
    [148] Foy M D Benekohal, Goldcerg D E.Signal timing determination using genetic algorithms [J].Transportation Research Board, ashington, D.C.: Transportation Research Board, 1992, 1365:108-115.
    [149]万绪军,陆化普.线控系统中相位差优化模型的研究[J].中国公路学报, 2001, 14(2):99-102.
    [150] Wang Dian-hai, Song Xian-min, Li-Feng. Research on offset optimization of signalized arterials[C]//Proceedings of the Fifth International Conference on Traffic and Transportation Studies, Xi’an, 2006, 584-594.
    [151]栗红强.城市交通控制信号配时参数优化方法研究[D].吉林长春:吉林大学, 2004.
    [152]卢凯,徐建闽,叶瑞敏.经典干道协调控制信号配时数解算法的改进[J].公路交通科技, 2009, 26(1):120-124.
    [153]宋现敏.城市交叉口信号协调控制方法研究[D].吉林长春:吉林大学, 2008.
    [154] Skabardonis A, May A. Comparative analysis of computer models for arterial signal timing [J]. Transportation Research Board, ashington, D.C.: Transportation Research Board, 1985, 1021:45-52.

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