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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 |