Robust Speed Limits Scheme Design for Bimodal Transportation Systems

Table 4

The link-specific results.

Road links	Link flow (veh)	Travel time (min)	Emission factor (g/km)	Speed limits (km/h)	Links in subway system	Link flow (passenger)	Travel time (min)
(1, 2)	3001.517	6.018	0.592		(S1, S2)	1176.966	4
(1, 4)	3442.166	5.168	0.593	84	(S2, S4)	898.871	3.5
(2, 3)	5277.154	4.872	0.953		(S4, S6)	0.210	2
(2, 5)	3001.517	3.243	0.598		(2a, 3a)	4814.005	6
(3, 6)	5277.154	3.962	0.822		(3a, 4a)	898.999	3
(4, 2)	5277.154	1.028	0.606		(S1, S3)	0.082	3
(4, 5)	5016.344	4.093	0.608		(S3, S5)	3637.167	3.5
(5, 6)	1574.178	5.770	0.742	52	(S5, S6)	0.082	4
					(1, S1)	2075.837	4.019
					(4, S2)	3637.104	4.060
					(4, 2a)	0.145	4.000
					(S4, 5)	1176.932	3.507
					(4a, 5)	898.904	3.504
					(S6, 6)	3637.249	3.569
					(S2, 2a)	0.065	3.000
					(S3, 3a)	898.887	3.503
					(3a, S3)	0.098	3.000
					(4a, S4)	0.095	3.000