交通堵塞模型建立分析

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1、根据视频2记录所得数据得到通行流量调查农通行流量调査表序列电瓶车公共汽车小汽车面包车折合110214220141173003034：•；1.416020.451.50203.5611.48010.470.51.49111.9811.411013.4911.47110.4101.51.47110.9112012014120.51.29013.7131()618142.51.412015.9150.50617.5161.54.26112.7170.5()617.5182.52.810116.319207110200.5011011.5210.51.410011.922301131723

2、2.52.89014.3242010012250.51.4116.9260.51.49010.92710809281.509111.52930100133012.88112.8311.5()04.53222.86111.8332.52.88013.3341.51.49011.9351.509010.53610110123711.49011.438009110391083124011.48010.4414091144221.4

3、1.47214.95051.48014.4511091115212.87010.8530091105412.8519.8551.51.4417.9560.52.85210.3571.51.410012.95810809590.51.47210.9600.50718.5610.52.86110.36200100106301.48110.46412.819022.86511.17312.4选取撞车至车被拖走这段数据制得饱和流率调查表饱和流率调查表序列电瓶车公共汽车小汽车面包车折合饱和流率11.50203.5420211.48010.4124830.51.49111.91428411.4

4、11013.41608511.47110.4124861.51.47110.9130872012014168080.54.29013.71644910618960102.51.412015.91908110.5（）617.5900121.54.26112.71524130.50617.5900142.52.810116.31956152071101200160.5011011.51380170.51.410011.9142818：3011：3172040192.52.89014.317162020100121440210.51.4416.9828220.51.49010.91308

5、23108091080241.509111.5138025301001315602612.88112.81536271.50304.55402822.86111.81416292.52.88013.31596301.51.49011.91428311.509010.5126032101101214403311.49011.413683400911012003510831214403611.48010.412483740911416803821.48112.41488390.50819.51140402.52.86011.3135641101101214401211.49011.41

6、3684320101131560441.52.87011.31356454.51.47214.917884651.48()14.417284710911113201812.87010.8129649()()911012005012.8519.81176511.51.4417.9948520.52.85210.31236531.51.41()012.9154854108091080550.51.47210.91308560.5()718.51020570.52.86110.31236580010010120059()1.48110.41248制得通行能力调查农通行能力调差表序列电瓶车

7、公共汽车小汽车面包车通行能力11.5020168211.480499.230.51.491571.2411.4110643.2511.471499.261.51.471523.272012067280.54.290657.691061384102.51.4120763.2110.5061360121.54.261609.6130.5061360142.52.8101782.4152071480160.50110552170.51.4100571.21830113816