Travel Demand-Based Assignment Model for Multimodal and Multiuser Transportation System

Table 2

The relevant data of different roads.

Road	𝑡𝑎^1(0)/(h)	𝑡𝑎^2(0)/(h)	𝑡𝑎^3(0)/(h)	𝐶^1𝑎/(Ph^−1)	𝐶^2𝑎/(Ph^−1)	𝐶^3𝑎/(Ph^−1)
(1,2)	0.111	0.178	0.361	1000	1000	600
(2,3)	0.128	—	0.378	700	—	400
(1,4)	0.100	0.167	0.350	1500	1500	800
(2,5)	0.106	0.172	0.356	700	700	400
(3,6)	0.089	—	0.339	700	—	400
(4,5)	—	0.144	0.328	—	1000	600
(5,6)	—	—	0.344	—	—	600
(4,7)	0.133	0.200	0.383	900	900	500
(5,8)	0.111	0.178	0.361	700	700	400
(6,9)	0.144	—	0.394	700	—	400
(7,8)	0.094	0.161	0.344	900	900	500
(8,9)	0.100	0.167	0.350	900	900	500