Research Article

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

Table 11

Normalization of average saturation.

00.10.20.30.40.50.60.70.80.91.0

00.4350.4530.4710.4880.4000.3470.2760.1940.1410.0590.000
0.10.4820.5120.5180.5120.4650.3880.3180.2650.1940.1410.076
0.20.5880.6180.5940.5650.5120.4350.3710.3240.2760.2060.124
0.30.6940.6820.6760.6410.5880.5180.4710.3820.3290.2650.188
0.40.8650.8590.7530.7240.6240.5880.5410.4880.4530.3760.212
0.50.9680.9740.9790.9151.0000.9470.9710.8820.7530.7060.294
0.60.6680.6210.6560.6850.7500.8380.8560.8850.9260.9970.947
0.70.4440.4440.4850.5380.5090.5320.5850.6440.6790.7440.779
0.80.2790.3210.2910.3620.3090.3210.3680.4030.4150.4560.568
0.90.1560.1620.1790.1790.1790.1850.1850.1910.1910.1970.197
1.00.0790.0790.0790.0790.0790.0790.0790.0790.0790.0790.079