|
| Time period | Core intersection | State | Standard deviation of section traffic flow density | Number of intersections |
|
| 7 : 30 | — | Road network before partition | 5.48 | 40 |
| 9 | Road network after partition: Subarea 1 | 3.53 | 17 |
| 14 | Road network after partition: Subarea 2 | 7.31 | 4 |
| 31 | Road network after partition: Subarea 3 | 2.1 | 19 |
| — | Average standard deviation of traffic flow density after partition in road network | 3.57 | 40 |
| — | Optimization rate (percentage of decrease in standard deviation) | 34.85% | 40 |
|
| 7 : 40 | — | Road network before partition | 5.56 | 40 |
| 9 | Road network after partition: Subarea 1 | 3.59 | 17 |
| 14 | Road network after partition: Subarea 2 | 6.07 | 5 |
| 31 | Road network after partition: Subarea 3 | 2.42 | 18 |
| — | Average standard deviation of traffic flow density after partition in road network | 4.55 | 40 |
| — | Optimization rate (percentage of decrease in standard deviation) | 18.17% | 40 |
|
| 7 : 50 | — | Road network before partition | 4.78 | 40 |
| 9 | Road network after partition: Subarea 1 | 3.05 | 17 |
| 14 | Road network after partition: Subarea 2 | 5.42 | 5 |
| 31 | Road network after partition: Subarea 3 | 2.44 | 18 |
| — | Average standard deviation of traffic flow density after partition in road network | 3.05 | 40 |
| — | Optimization rate (percentage of decrease in standard deviation) | 36.19% | 40 |
|
| 8 : 00 | — | Road network before partition | 5.05 | 40 |
| 16 | Road network after partition: Subarea 1 | 2.79 | 18 |
| 14 | Road network after partition: Subarea 2 | 6.03 | 4 |
| 31 | Road network after partition: Subarea 3 | 2.58 | 18 |
| — | Average standard deviation of traffic flow density after partition in road network | 3.18 | 40 |
| — | Optimization rate (percentage of decrease in standard deviation) | 37.03% | 40 |
|
