{"title":"SYNCHRONIZING TRAFFIC SIGNALS FOR MAXIMAL BANDWIDTH","authors":"J. Little, B. Martin, J. T. Morgan","doi":"10.1287/OPRE.12.6.896","DOIUrl":null,"url":null,"abstract":"TRAFFIC SIGNALS CAN BE SYNCHRONIZED SO THAT A CAR STARTING AT ONE END OF THE STREET AND TRAVELING AT PREASSIGNED SPEEDS, CAN GO TO THE OTHER END WITHOUT STOPPING FOR A RED LIGHT. THE PORTION OF A SIGNAL CYCLE FOR WHICH THIS IS POSSIBLE IS CALLED THE BANDWIDTH FOR THAT DIRECTION. ORDINARILY THE BANDWIDTH IN EACH DIRECTION IS SINGLE, I.E., IS NOT SPLIT INTO TWO OR MORE INTERVALS WITHIN A CYCLE. TWO PROBLEMS ARE SOLVED FOR THIS CASE' /A/ GIVEN AN ARBITRARY NUMBER OF SIGNALS ALONG A STREET, A COMMON CYCLE LENGTH, THE GREEN AND RED TIMES FOR EACH SIGNAL, AND SPECIFIED VEHICLE SPEEDS IN EACH DIRECTION BETWEEN ADJACENT SIGNALS, SYNCHRONIZE THE SIGNALS TO PRODUCE BANDWIDTHS THAT ARE EQUAL IN EACH DIRECTION AND AS LARGE AS POSSIBLE, AND /B/ ADJUST THE SYNCHRONIZATION TO INCREASE ONE BANDWIDTH TO SOME SPECIFIED, FEASIBLE VALUE AND MAINTAIN THE OTHER AS LARGE AS IS THEN POSSIBLE. THE METHOD OF CALCULATION HAS BEEN PROGRAMMED FOR A 20K IBM 1620. /AUTHOR/","PeriodicalId":202069,"journal":{"name":"Highway Research Record","volume":"1 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1964-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"207","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Highway Research Record","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1287/OPRE.12.6.896","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 207
Abstract
TRAFFIC SIGNALS CAN BE SYNCHRONIZED SO THAT A CAR STARTING AT ONE END OF THE STREET AND TRAVELING AT PREASSIGNED SPEEDS, CAN GO TO THE OTHER END WITHOUT STOPPING FOR A RED LIGHT. THE PORTION OF A SIGNAL CYCLE FOR WHICH THIS IS POSSIBLE IS CALLED THE BANDWIDTH FOR THAT DIRECTION. ORDINARILY THE BANDWIDTH IN EACH DIRECTION IS SINGLE, I.E., IS NOT SPLIT INTO TWO OR MORE INTERVALS WITHIN A CYCLE. TWO PROBLEMS ARE SOLVED FOR THIS CASE' /A/ GIVEN AN ARBITRARY NUMBER OF SIGNALS ALONG A STREET, A COMMON CYCLE LENGTH, THE GREEN AND RED TIMES FOR EACH SIGNAL, AND SPECIFIED VEHICLE SPEEDS IN EACH DIRECTION BETWEEN ADJACENT SIGNALS, SYNCHRONIZE THE SIGNALS TO PRODUCE BANDWIDTHS THAT ARE EQUAL IN EACH DIRECTION AND AS LARGE AS POSSIBLE, AND /B/ ADJUST THE SYNCHRONIZATION TO INCREASE ONE BANDWIDTH TO SOME SPECIFIED, FEASIBLE VALUE AND MAINTAIN THE OTHER AS LARGE AS IS THEN POSSIBLE. THE METHOD OF CALCULATION HAS BEEN PROGRAMMED FOR A 20K IBM 1620. /AUTHOR/
交通信号可以同步,这样一辆汽车从街道的一端出发,以预先设定的速度行驶,可以在不停车等红灯的情况下行驶到另一端。信号周期中可能发生这种情况的部分称为该方向的带宽。通常,每个方向的带宽是单一的,即在一个周期内不分成两个或多个间隔。两个问题是解决这种情况下的/ /给定任意数量的信号在大街上,一个共同的周期长度,每个信号,绿色和红色时间和指定的车辆速度在每个方向上相邻信号,同步信号产生带宽,是平等的在每一个方向和尽可能大,和/ B /调整同步增加带宽来一些指定的,可行的价值和维护其他一样大是可能的。该计算方法已在一台20k IBM 1620上编写。/作者/