Research Article

Fuel Consumption and Traffic Emissions Evaluation of Mixed Traffic Flow with Connected Automated Vehicles at Multiple Traffic Scenarios

Table 2

The regression coefficient in equation (9).

ParametersFuelCOHCNOx

−0.6794390.887447−0.728042−1.067682
0.1352730.1488410.0122110.254363
0.0159460.030550.0233710.008866
−0.001189−0.001348−0.000093243−0.000951
0.0296650.0709940.024950.046423
0.0048080.003870.0101450.015482
−0.0000205350.000093228−0.000103−0.000131
5.5409285E−8−0.0000007060.0000006180.000000328
−0.000276−0.000786−0.000205−0.000173
0.000083329−0.000926−0.0005490.002876
0.0000009370.0000491810.000037592−0.00005866
−2.479644E−8−0.000000314−0.0000002130.00000024
0.0000014870.0000046160.0000019490.000000569
−0.0000613210.000046144−0.000113−0.000321
0.000000304−0.000001410.000003310.000001943
−4.467234E−98.1724008E−9−1.739372E−8−1.257413E−8