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Table 2 Numerical results of the link application

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

  Travel time [veh s] Max queue [veh] Mean queue [veh]
Scenario Flow 1 [400 veh/h]
KRAUSSSUMO 493 6.1 1.7
IDMSUMO 481 5.9 1.5
CA 453 5.9 1.7
CTM 449 5.9 1.7
PD&CTM 456 5.1 1.5
CA&CTM 450 5.9 1.7
Scenario Flow 1 [800 veh/h]
KRAUSSSUMO 1104 14.5 4.9
IDMSUMO 1073 14.3 4.3
CA 1024 11.9 4.1
CTM 1014 12.0 3.4
PD&CTM 1064 11.0 3.4
CA&CTM 1022.4 12.0 4.3
Scenario Flow 1 [1200 veh/h]
KRAUSSSUMO 4490 75.9 58.3
IDMSUMO 5077 75.2 61.3
CA 15,586 44.5 38.3
CTM 15,033 32.2 13.1
PD&CTM 17,907 6.2 2.4
CA&CTM 16,357 34.5 26.1