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Table 1 Input of the traffic flow models
From: Analysis and comparison of traffic flow models: a new hybrid traffic flow model vs benchmark models
CA | CTM | CTM Dispersion DRAKE | IDM | KRAUSS | |
|---|---|---|---|---|---|
Cell length [m] | 2.5 | 15.0 | 15.0 | ||
Vehicle length [m] | 5 | 5 | 5 | ||
Time step [s] | 1 | 1 | 1 | ||
Desired speed [m/s] | 15 | 15 | 15 | ||
Jam density [veh/km] | 200 | 200 | 200 | ||
Wave speed [m] | 5 | 5 | |||
Outflow capacity [veh/h] | 2000 | 2000 | |||
Dawdling probability | 0.266 | ||||
Min speed to apply dawdling [m/s] | 5 | ||||
Length [m] | 4.5 | 4.5 | |||
MinGap [m] | 0.5 | 0.5 | |||
Max Speed [m/s] | 15.0 | 15.0 | |||
Acceleration [m/s2] | 2.9 | 2.9 | |||
Deceleration [m/s2] | 7.5 | 7.5 | |||
Sigma | 0.5 | ||||
Tau | 1 |