Lane-Based Optimization for Macroscopic Network Configuration Designs

Table 5

Optimization results for intersection .

From arm,	Lane,	To arm,; Assigned lane flow (pcu/h)			Total lane flow (pcu/h)	Turning proportion	Saturation flow (pcu/h)	Flow factor,	Start of green (s)	Effective green (s)	Degree of saturation
		1	2	3
1	1	—	53.4815	256.0701	309.5516	0.1728	1923.46	0.1609	78.29	36.71	0.5261
	2	—	0.0000	338.7677	338.7677	0.0000	2105.00	0.1609	78.29	36.71	0.5261
	Total	—	53.4815	594.8377	648.3193
2	1	0.0000	—	340.4530	340.4530	1.0000	1746.67	0.1949	0.00	73.29	0.3191
	2	0.0000	—	364.7092	364.7092	1.0000	1871.11	0.1949	0.00	73.29	0.3191
	Total	0.0000	—	705.1623	705.1623
3	1	200.0000	0.0000	—	200.0000	0.0000	1965.00	0.1018	0.00	120.00	0.1018
	2	0.0000	300.0000	—	300.0000	1.0000	1871.11	0.1603	0.00	73.29	0.2625
	Total	200.0000	300.0000	—	500.0000

Remarks. Lane marking is prohibited when assigned lane flow = 0.000 pcu/h; 500.0000 pcu/h is the total demand flow from origin ; 594.8377 and 705.1623 pcu/h are the total 1,300.0000 pcu/h exit flows entering destination .