Design of Signal Timing Plan for Urban Signalized Networks including Left Turn Prohibition

Table 2

Values of parameters.

Parameters	Notations	Values
Parameter in BPR function		0.15
Parameter in BPR function		4
Number of exit lanes		3
Saturation flow of through movements		1900 veh/h
Saturation flow of right turns		1615 veh/h
Saturation flow of protected left turns		1805 veh/h
Saturation flow of permitted left turns		by Eq. (12)
Maximum cycle length		60 s
Minimum cycle length		100 s
Minimum green duration		6 s
Intergreen time		4 s
Observation time		0.25 h