Research Article

Characteristics Analysis and Equilibrium Optimization of Mixed Traffic Flow considering Connected Automated and Human-Driven Vehicles

Table 10

Normalization of average travel time.

00.10.20.30.40.50.60.70.80.91.0

00.6700.6790.6820.6420.6940.7410.8060.8700.9070.9381.000
0.10.6880.6880.6790.6420.6850.7720.8400.8330.9100.9480.981
0.20.6760.6730.6760.6510.6850.7810.8400.8640.8860.9170.941
0.30.6600.6540.6640.6420.6670.7930.7500.8580.8210.8460.948
0.40.5860.5650.6270.5620.6360.6730.8120.7500.8240.8490.873
0.50.4880.4170.4200.3730.4570.3400.3580.4100.4140.3890.867
0.60.3150.3060.3300.3520.3950.2780.3120.3430.3640.2720.302
0.70.2380.2410.2690.2130.2130.2380.2690.3020.3090.3460.241
0.80.0990.1300.1820.1670.1940.1910.2190.2380.1880.2310.262
0.90.0680.0680.0000.0030.0030.0060.0060.0060.0060.0060.009
1.00.0340.0340.0340.0340.0340.0340.0340.0340.0340.0340.034