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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