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

Table 5

Road network reserve capacity under different market penetration (veh/h).

0	0.1	0.2	0.3	0.4	0.5	0.6	0.7	0.8	0.9	1.0
0	3156	3178	3196	3218	3120	3064	2986	2900	2840	2760	2682
0.1	3368	3406	3408	3400	3344	3260	3188	3120	3058	2992	2930
0.2	3672	3710	3674	3632	3568	3496	3426	3380	3334	3248	3196
0.3	4014	3980	3980	3914	3848	3794	3728	3656	3584	3536	3458
0.4	4618	4622	4484	4450	4300	4160	4070	4016	3976	3924	3872
0.5	5220	5230	5240	5348	5186	5168	5220	5120	4970	4964	4340
0.6	6000	6074	6032	5990	5906	5840	5828	5808	5774	5712	5720
0.7	6740	6740	6680	6620	6680	6662	6588	6514	6482	6424	6488
0.8	7624	7550	7500	7476	7502	7500	7434	7390	7328	7328	7254
0.9	8480	8480	8468	8468	8468	8468	8468	8468	8468	8468	8468
1.0	9436	9436	9436	9436	9436	9436	9436	9436	9436	9436	9436