A Bilevel Multiobjective Optimisation Approach for Solving the Evacuation Location Assignment Problem

Table 3

Free flow capacity and travel time.

Link	Capacity (vehicles)	Travel time (mins)
1 ⟶ 2	10000	4
2 ⟶ 1	10000	4
1 ⟶ 8	12000	8
8 ⟶ 1	12000	8
1 ⟶ 12	5000	12
12 ⟶ 1	5000	12
2 ⟶ 3	6000	7
3 ⟶ 2	6000	7
3 ⟶ 11	7000	11
11 ⟶ 3	7000	1
3 ⟶ 9	8000	9
9 ⟶ 3	8000	9
3 ⟶ 10	9000	10
10 ⟶ 3	9000	10
3 ⟶ 4	6000	9
4 ⟶ 3	6000	9
4 ⟶ 5	13000	13
5 ⟶ 4	13000	13
5 ⟶ 11	8000	15
11 ⟶ 5	8000	15
6 ⟶ 7	4000	16
7 ⟶ 6	4000	16
6 ⟶ 9	9000	17
9 ⟶ 6	9000	17
7 ⟶ 8	13000	18
8 ⟶ 7	13000	18
7 ⟶ 9	9000	20
9 ⟶ 7	9000	20
11 ⟶ 12	16000	19
12 ⟶ 11	16000	19