交通运输系统工程与信息
交通運輸繫統工程與信息
교통운수계통공정여신식
JOURNAL OF COMMUNICATION AND TRANSPORTATION SYSTEMS ENGINEERING AND INFORMATION
2005年
2期
36-54
,共19页
交通灯信号优化%离线控制%孤立交叉口%区域性的联动控制%线道法%相位法
交通燈信號優化%離線控製%孤立交扠口%區域性的聯動控製%線道法%相位法
교통등신호우화%리선공제%고입교차구%구역성적련동공제%선도법%상위법
traffic signal optimization%off-line control%isolated junction%linked signal%lane-based method%phase-based method
概括地回顾了一些关于离线(或脱机)交通信号灯优化设计的方法.其中包括用于在孤立交叉口的单点和区域性的联动控制系统.离线方法在设计时一般利用已有调查出来的交通数据作为固定的输入资料,这个跟实时设计方法所要求的从感应器即时检测出来的情况作为设计依据是有本质上的区别.但一般沿用的信号配时设计方法都需要依靠已刻在行车线道上(允许通行)的方向指示标志为设计基础,但这个方向指示在确定后在整个优化过程中是维持不变的,这就限制了交通流量在线道上的分布,从而大大减低配时的灵活性,在这样情况下优化出来的结果肯定不会是最好的.直至近期,以行车线道为基本单位的配时设计方法(英文名称为Lane-based method;中文可称为线道法)发展起来.这个方法是由传统的Phase-based method(相位法)所演变出来的.线道法不但包含所有相位法的特点,而且更能为原本受约束的线道和配时设计进行全面优化.线道法可在单点交叉口和区域性的联动控制系统上应用.文末提出一些未来研究发展的新方向.
概括地迴顧瞭一些關于離線(或脫機)交通信號燈優化設計的方法.其中包括用于在孤立交扠口的單點和區域性的聯動控製繫統.離線方法在設計時一般利用已有調查齣來的交通數據作為固定的輸入資料,這箇跟實時設計方法所要求的從感應器即時檢測齣來的情況作為設計依據是有本質上的區彆.但一般沿用的信號配時設計方法都需要依靠已刻在行車線道上(允許通行)的方嚮指示標誌為設計基礎,但這箇方嚮指示在確定後在整箇優化過程中是維持不變的,這就限製瞭交通流量在線道上的分佈,從而大大減低配時的靈活性,在這樣情況下優化齣來的結果肯定不會是最好的.直至近期,以行車線道為基本單位的配時設計方法(英文名稱為Lane-based method;中文可稱為線道法)髮展起來.這箇方法是由傳統的Phase-based method(相位法)所縯變齣來的.線道法不但包含所有相位法的特點,而且更能為原本受約束的線道和配時設計進行全麵優化.線道法可在單點交扠口和區域性的聯動控製繫統上應用.文末提齣一些未來研究髮展的新方嚮.
개괄지회고료일사관우리선(혹탈궤)교통신호등우화설계적방법.기중포괄용우재고입교차구적단점화구역성적련동공제계통.리선방법재설계시일반이용이유조사출래적교통수거작위고정적수입자료,저개근실시설계방법소요구적종감응기즉시검측출래적정황작위설계의거시유본질상적구별.단일반연용적신호배시설계방법도수요의고이각재행차선도상(윤허통행)적방향지시표지위설계기출,단저개방향지시재학정후재정개우화과정중시유지불변적,저취한제료교통류량재선도상적분포,종이대대감저배시적령활성,재저양정황하우화출래적결과긍정불회시최호적.직지근기,이행차선도위기본단위적배시설계방법(영문명칭위Lane-based method;중문가칭위선도법)발전기래.저개방법시유전통적Phase-based method(상위법)소연변출래적.선도법불단포함소유상위법적특점,이차경능위원본수약속적선도화배시설계진행전면우화.선도법가재단점교차구화구역성적련동공제계통상응용.문말제출일사미래연구발전적신방향.
This paper provides a comprehensive literature review of the historical development of the design optimization methods for off-line traffic signal settings in both isolated junctions and linked signal systems. Off-line methods usually take on historical traffic data as fixed inputs for designs,and are quite different from on-line methods, which utilize dynamic traffic information that is collected from real-time detectors. Conventional approaches to the design of traffic signal setting include the stage-based and group-based (or phase-based) methods, which require the lane marking patterns (road markings on traffic lanes that show the allowable turning directions) as exogenous inputs that are then excluded from the design optimization framework. This limitation has long existed, not only in the design of isolated signal-controlled junctions, but also in the design of linked signal systems in road networks. More recently, the lane-based optimization method was developed as an extended enhancement of the group-based method, in which lane markings are introduced and relaxed as control variables and are optimized together with the traffic signal settings for the design of isolated signal-controlled junctions and linked signal systems. Prospective future research will also be discussed.