Model for Microcirculation Transportation Network Design

Table 3

Capacities, flows, and saturations of the selected branch roads.

Link	Capacity (veh/h)	Flow (veh/h)	Saturation (%)
6→10	1000	714	71.4
8→9	800	620	77.5
9→8	800	620	77.5
9→10	700	374	53.4
9→14	700	323	46.1
10→6	1000	714	71.4
10→9	700	374	53.4
10→11	700	424	60.6
10→15	500	101	20.2
11→10	700	424	60.6
11→12	800	686	85.8
11→16	500	262	52.4
12→11	800	686	85.8
14→9	700	323	46.1
14→15	600	360	60.0
14→18	800	683	85.4
15→10	500	101	20.2
15→14	600	360	60.0
15→16	500	262	52.4
16→11	500	262	52.4
16→15	500	262	52.4
18→14	800	683	85.4