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Table 5 Numerical results of the nine-node application

From: Analysis and comparison of traffic flow models: a new hybrid traffic flow model vs benchmark models

  Travel time [veh s]
*in the bracket results in veh h
Max queue [veh] Mean queue [veh]
KRAUSSSUMO 213,984
[59]
174.8 125.1
IDMSUMO 154,512
[49]
115.4 77.1
CA 199,872
[56]
48.0 5.9
CTM 154,981
[43]
28.3 3.1
PD&CTM 155,520
[43]
25.9 2.9
CA&CTM 197,136
[55]
33.1 4.6