Modified Model Predictive Control for Coordinated Signals along an Arterial under Relaxing Assumptions

Table 3

Variables and their descriptions.

Variable	Description
	Percent arrival before the end of green of the cycle for phase at the intersection
	Cycle length of the cycle along the arterial
,	Cycle length of the cycle for the major and minor street phases at the intersection
	Efficient green time of the cycle for phase at the intersection
	Green time of the cycle for phase at the intersection
,	Minimum and maximum green, respectively, for phase at the intersection
,	Historical and predictive horizon, respectively
	Offset reference point of the cycle for the intersection
	Queue service time for phase at the intersection
	Vehicle distribution ratio for phase at the intersection
,	Red clearance interval and yellow change interval, respectively
	Split time of the cycle for phase at the intersection
	Storage capacity for phase at the intersection
	Saturation flow rate for phase at the intersection
	Start time of the timing plan of the cycle for the intersection
,	Inflow and outflow of the cycle for phase at the intersection
	Number of vehicles of the cycle for phase at the intersection