Research Article

Variable Speed Limit Strategies Based on the Macro Hierarchical Control Traffic Flow Model

Table 2

The OD pairs in network.

ODOrigin-destinationAverage exit rate

11–1260
21–14100
31–16250
41–18420
51–101500
611–1250
711–14300
811–16360
911–18220
1011–10300
1113–1440
1213–16120
1313–18840
1413–10420
1515–1660
1615–18100
1715–10500
1817–1880
1917–10360