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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 |