Research Article
Evaluation of Transportation Network Reliability under Emergency Based on Reserve Capacity
Table 10
Feasible lane distribution scheme and link flow in Case 1 when
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| Link No. | Number of lanes | Capacity | Link flow () |
| 1 | 5 | 1500 | 1065 | 2 | 1 | 300 | 0 | 3 | 4 | 1200 | 1000 | 4 | 2 | 600 | 0 | 5 | 2 | 600 | 600 | 6 | 2 | 600 | 0 | 7 | 6 | 1200 | 65 | 8 | 2 | 600 | 0 | 9 | 5 | 1500 | 0 | 10 | 1 | 300 | 0 | 11 | 5 | 1500 | 1332 | 12 | 3 | 900 | 0 | 13 | 7 | 2100 | 1100 | 14 | 1 | 300 | 0 | 15 | 2 | 600 | 600 | 16 | 4 | 1200 | 0 | 17 | 4 | 1200 | 297 | 18 | 4 | 1200 | 0 | 19 | 1 | 300 | 300 | 20 | 5 | 1500 | 0 | 21 | 3 | 900 | 600 | 22 | 3 | 900 | 0 | 23 | 3 | 900 | 897 | 24 | 3 | 900 | 0 |
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