Design and Evaluation of a Mathematical Optimization Model for Traffic Signal Plan Transition Based on Social Cost Function

Table 3

Fuel consumption and gas emission rates according to the driving mode and vehicle type.

		Fuel (g/sec)	CO (g/sec)		HC (g/sec)		Nox (g/sec)		O. rate
Light vehicle	Acceleration	0.5028	0.4972	3	0.6321	12	0.5847	40	1.3
	Deceleration	0.4342	0.1365	3	0.2488	12	0.4127	40
	Idling	0.0714	0.3720	3	0.2343	12	0.0991	40
Heavy vehicle	Acceleration	1.33	0.6969	3	0.6383	12	0.3100	40	1.2
	Deceleration	1.17	0.6534	3	0.6941	12	0.2628	40
	Idling	0.259	0.7065	3	0.2279	12	0.2326	40