Research Article

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

Table 7

Average travel time under different market penetration (min).

00.10.20.30.40.50.60.70.80.91.0

036.6136.5836.5736.7036.5336.3836.1735.9635.8435.7435.54
0.136.5536.5536.5836.7036.5636.2836.0636.0835.8335.7135.60
0.236.5936.6036.5936.6736.5636.2536.0635.9835.9135.8135.73
0.336.6436.6636.6336.7036.6236.2136.3536.0036.1236.0435.71
0.436.8836.9536.7536.9636.7236.6036.1536.3536.1136.0335.95
0.537.2037.4337.4237.5737.3037.6837.6237.4537.4437.5235.97
0.637.7637.7937.7137.6437.5037.8837.7737.6737.6037.9037.80
0.738.0138.0037.9138.0938.0938.0137.9137.8037.7837.6638.00
0.838.4638.3638.1938.2438.1538.1638.0738.0138.1738.0337.93
0.938.5638.5638.7838.7738.7738.7638.7638.7638.7638.7638.75
1.038.6738.6738.6738.6738.6738.6738.6738.6738.6738.6738.67