饱和流量数据分析.doc

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1、1.饱和流量数据分析东路口饱和流率调查表　测量次数第四辆车通过时刻（s）最后一辆停驶车通过时刻（s）时间间隔（s）小型车中型车大型车折合总数平均饱和车头时距（s）饱和流率（辆/h）左车道110.8823.1212.2450052.4481471211.5227.616.083104.53.571008312.322.5610.2630033.421053410.7223.5412.823104.52.851263511.3828.5617.1831172.451469612.1625.3413.183104.52.931229710.4533.5623.1152082.891246中

2、间车道114.2328.2614.03420721800212.5542.4529.9731142.141682310.8828.6817.851191.981818414.4527.4312.9842071.851946510.2323.5613.3331171.91895611.9135.3823.4762111.52.041765711.4726.5315.065017.521800左车道：平均饱和流量=1248（辆/h）样本方差=27826中间车道：平均饱和流量=1815（辆/h）样本方差=6316　测量次数第四辆车通过时刻（s）最后一辆停驶车通过时刻（s）时间间隔（s）小型

3、车中型车大型车折合总数平均饱和车头时距（s）饱和流率（辆/h）左车道110.8917.546.6530032.221622211.3827.4316.055106.52.471457311.6523.8712.2232062.041765412.0539.6727.62121013.52.051756512.2332.8620.6390092.291572612.6543.530.85811122.571400710.3338.5628.2393013.52.091722中间车道110.8318.087.2540041.811989211.6519.567.912014.51.762

4、048310.2837.2626.981011141.931865411.5415.153.6120021.8051994512.2919.677.383104.51.642195611.1824.5313.356107.51.782022712.4321.258.823104.51.961837左车道：平均饱和流量=1613（辆/h）样本方差=18128中间车道：平均饱和流量=1993（辆/h）样本方差=12201西路口饱和流率调查表　测量次数第四辆车通过时刻（s）最后一辆停驶车通过时刻（s）时间间隔（s）小型车中型车大型车折合总数平均饱和车头时距（s）饱和流率（辆/h）左车道18

5、.6214.135.5120022.751309210.0519.649.5930033.191128312.0322.4310.42103.52.97121249.6917.457.7630032.59138959.4714.545.0720022.541420611.4318.987.5530032.521429711.5622.6511.0940042.771299中间车道112.3425.6813.346107.51.782022211.7819.878.093104.51.82000311.5416.755.211102.52.08172749.8416.326.48101

6、3.51.851945512.0115.873.8620021.931865611.8716.764.891102.51.961837712.1417.645.530031.831967左车道：平均饱和流量=1312（辆/h）样本方差=10759中间车道：平均饱和流量=1909（辆/h）样本方差=9422北路口饱和流率调查表　测量次数第四辆车通过时刻（s）最后一辆停驶车通过时刻（s）时间间隔（s）小型车中型车大型车折合总数平均饱和车头时距（s）饱和流率（辆/h）左车道111.3417.896.552103.51.871925212.5420.988.4412042.111706310

7、.4718.688.2140042.05175649.7617.327.562103.52.161667512.0119.827.812014.51.73208069.9818.348.363104.51.86193579.9616.646.682103.51.911885中间车道110.6541.5630.911231191.63220929.9519.319.365106.51.442500311.2522.7411.4931171.642195411