Optimal Design of Signal Controlled Road Networks Using Differential Evolution Optimization Algorithm

Table 5

(a) Equilibrium link flows resulting from three models, (b) degree of saturation values resulting from three models.

(a)  

	Final values of SUE link flows (veh/h)
Links	GA-based [7]	HS-based [30]	DETRANSPFE
1	716	718	769
2	463	462	411
3	716	718	769
4	569	594	528
5	636	638	592
6	173	174	146
7	462	461	411
8	478	477	552
9	120	110	99
10	479	479	553
11	499	498	500
12	250	252	250
13	450	450	450
14	789	789	790
15	790	788	791
16	663	662	391
17	409	411	410
18	350	352	349
19	625	629	899
20	1290	1290	1290
21	1057	1069	1079
22	1250	1250	1250
23	837	847	460

(b)  

	Degree of saturation (%)
Links	GA-based [7]	HS-based [30]	DETRANSPFE
1	36	36	38
2	54	53	36
3	44	43	38
4	54	57	50
5	57	57	54
6	34	35	31
7	62	65	69
8	51	56	64
9	39	57	51
10	80	81	86
11	80	80	79
12	22	23	22
13	75	76	81
14	73	76	75
15	60	58	48
16	63	68	76
17	88	82	79
18	50	52	62
19	78	76	83
20	82	82	81
21	85	79	78
22	72	70	61
23	67	72	54