交通信号配时评价计算表.xls

交通信号配时评价计算表周期C=102s、相位数j=4、计算相位损失时间Ls=3s、总损失时间L=12s、总有效绿灯时间Ge=78s进口道车道功能渠化车道数车道校正坡度、大车校正右转弯校正FwG+HVFgr西左210.0330.967直210.0470.953右110.0360.96415m东左210.0280.972直210.0230.977右110.0420.95815m北左111直210.1280.872右11115m南左110.0330.967直210.0470.953右110.0350.96515m实测车流量设计饱和流量Sd流量比y相位最大流量比流量比总和 Y有效绿灯时间geFr21229980.070721相位 10.1621670.6894592438531450.122420110114940.06759554930130.182198相位 20.0733902087632240.271704148014850.3232547215500.046452相位 30.2717043340528780.140742111715500.07548411014990.073390相位 40.1821982551031450.16216717814960.052148周期C=102s、相位数j=4、计算相位损失时间Ls=3s、总损失时间L=12s、总有效绿灯时间Ge=78s右转弯校正1513绿信比显示绿灯时间g各车道通行能力CAPi各进口道通行能力CAP饱和度x均匀延误d1控制类型校正e随机延误d20.2352942173527780.28854118.80.510.7210170.37839012.45.0310250.0984957.52.700.1960781773928010.74336914.68.5610430.83981213.54.6010190.4710278.65.500.3235293030420450.23690314.28.586770.59815515.14.2010640.1099918.12.940.2450982229420600.37428714.45.667400.68921114.37.3310260.0759877.42.03车道信控延误d3qiqa进口车道延误交叉口信控延误交叉口服务水平20.70127814.0818.23B12.655513.691019.01229014.9013.464413.782450.0575923.0220.744114.301247.77117023.0518.975114.828