Model for Microcirculation Transportation Network Design

Table 2

Flows and saturations of arterial roads.

Link	Flow (veh/h)	Saturation (%)
1→7	2978	99.3
1→12	2959	98.6
2→5	2930	97.7
2→8	2993	99.8
3→13	2978	99.3
3→18	2998	99.9
4→17	2940	98.0
4→20	2936	97.9
5→2	2930	97.7
5→6	2930	97.7
6→5	2930	97.7
6→7	2978	99.3
7→1	2978	99.3
7→6	2978	99.3
8→2	2993	99.8
8→13	2978	99.3
12→1	2959	98.6
12→17	2940	98.0
13→3	2978	99.3
13→8	2978	99.3
17→4	2940	98.0
17→12	2940	98.0
18→3	2998	99.9
18→19	2936	97.9
19→18	2936	97.9
19→20	2936	97.9
20→4	2936	97.9
20→19	2936	97.9