Research Article

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

Table 9

Normalization of road network reserve capacity.

00.10.20.30.40.50.60.70.80.91.0

00.0700.0730.0760.0790.0650.0570.0450.0320.0230.0120.000
0.10.1020.1070.1070.1060.0980.0860.0750.0650.0560.0460.037
0.20.1470.1520.1470.1410.1310.1210.1100.1030.0970.0840.076
0.30.1970.1920.1920.1820.1730.1650.1550.1440.1340.1260.115
0.40.2870.2870.2670.2620.2400.2190.2060.1980.1920.1840.176
0.50.3760.3770.3790.3950.3710.3680.3760.3610.3390.3380.245
0.60.4910.5020.4960.4900.4770.4680.4660.4630.4580.4490.450
0.70.6010.6010.5920.5830.5920.5890.5780.5670.5630.5540.564
0.80.7320.7210.7130.7100.7140.7130.7040.6970.6880.6880.677
0.90.8580.8580.8570.8570.8570.8570.8570.8570.8570.8570.857
1.01.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000