Capacity of Advance Right-Turn Motorized Vehicles at Signalized Intersections for Mixed Traffic Conditions

Table 2

Definition of Parameters.

Parameters	Definition
	The time from the start of the effective red time to the initial moment when the ARTMVs must wait to cross the conflict zone
	The distance between the stop line and the position of the vehicle at which the moment () takes place
	The width of the nonmotorized vehicle lane
	The rate of arrival of the nonmotorized vehicles
	The average road area occupied per nonmotorized vehicle when nonmotorized vehicles are waiting in the queue during the effective red time
	The effective red time of nonmotorized vehicles
	The effective green time of nonmotorized vehicles
	The signal cycle
	The starting wave speed of nonmotorized vehicles
	The stopping wave speed of nonmotorized vehicles
	The speed of the nonmotorized vehicles
	The volume of the nonmotorized vehicles
	The density of the nonmotorized vehicles
	The time ARTMVs must wait before crossing the conflict zone because of spillback from the nonmotorized vehicle queue
	The time during which the shockwave propagates backward from the stop line to the perpendicular line S
	The time required for the queue of nonmotorized vehicles before the perpendicular line S to dissipate
	The queue of nonmotorized vehicles by the end of the effective red time
	The time required for the nonmotorized vehicle queue before the perpendicular line S to completely dissipate
	The headway of the nonmotorized vehicles
	The saturation headway of the ARTMVs
	The minimum headway of the nonmotorized vehicles
	The critical gap in the flow of the nonmotorized vehicles
	The probability density of
	The time it takes for a nonmotorized vehicle to pass through the conflict zone during a signal cycle, assuming that the vehicle does not stop
	The number of ARTMVs that can pass through the conflict zone in a signal cycle
	The capacity of the ARTMVs
	The observed capacity of the ARTMVs
	The calculated capacity of the ARTMVs