交通延误分析.xls

1、进口道流向饱和流率通行能力校正流率流量比y关键车道组Y鲁中大街与文化路东进口左转15102852560.170Y0.750直行31706345400.170右转135013502440.181南进口左转13603631720.126直行29806295280.177右转126012602440.194西进口左转15102852480.164直行31706345440.172Y右转135013501800.133北进口左转14803953360.227Y直行31106575640.181Y右转132013203280.248鲁中大街与文化路东进口左转15103782450.1620.743直行3

2、1706345230.165Y右转135013502400.178南进口左转13603401560.115直行29805964850.163Y右转126012602920.232西进口左转15103783070.203Y直行31706344280.135右转135013501660.123北进口左转14803703130.211Y直行31106224670.150右转132013203110.236黄灯时间LCC0取整有效绿灯时间gg取整 绿灯时间 信号周期c31291.8247129017.61717903181890903242431919909031717317.918189090323

3、.62424318.91919909031077.6800541002525100320.0202010010032525319.72020100100324.6252532020100100325.6252532020100100绿信比g/c0.1890.2001.0000.2670.2111.0000.1893秒黄灯0.2001.0000.2670.2111.0000.2500.2001.0000.2500.2001.0000.2502.5秒黄灯0.2001.0000.2500.2001.000服务水平分析车道组第一项延误鲁中大街与文化路进口流向车道组v/c绿信比g/c周期长c延误d1东进

4、口左转10.900.1899035.6直行20.850.2009034.7右转10.181.000南进口左转10.470.2679027.7直行20.840.2119034.0右转10.191.000西进口左转10.870.1899035.4直行20.860.2009034.8右转10.131.000北进口左转10.850.2679031.3直行20.860.2119034.2右转10.251.000东进口左转10.690.25010033.9直行20.870.20010038.7右转10.191.000南进口左转10.480.25010032.0直行20.860.20010038.6右转10

5、.241.000西进口左转10.860.25010035.8直行20.710.20010037.3右转10.131.000北进口左转10.890.25010036.2直行20.790.20010038.0右转10.251.000第二项延误总延误及服务水平C延误d2绿波系数 车道组延误d车道组服务水平进口延误进口服务水平28532.4168.1E54.6E63413.6148.3D13503634.4132.1D43.1D62912.7146.7E126028528.4163.8E53.5D63414.1148.8D135039520.1151.4E49.2E65713.7147.9E132035810.2144.2E51.1D60215.6154.4D12803235.1137.1D50.1D56415.7154.3E120035822.6158.4E48.7D6027.0144.3D128035027.6163.8E54.3D58810.6148.6E1250服务水平分析车道组校正流量交叉口延误交叉口服务水平25650D54024417252824424854418033656432825651D540244172528244248544180336564328