The Model of the Optimal Number of Public Transport Vehicles in Mixed Traffic Flow Conditions: A Case Study

<table class="table-group" id="tab9"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left" colspan="2">Data source</td><td class="align_center">RMSNE</td><td class="align_center">CC</td><td class="align_center">MAPS (%)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Direction A</td><td class="align_center">Simulated data</td><td class="align_center">0.077</td><td class="align_center">0.88</td><td class="align_center">4.32</td></tr><tr><td class="align_left">Direction B</td><td class="align_center">Simulated data</td><td class="align_center">0.072</td><td class="align_center">0.88</td><td class="align_center">4.37</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Deviation of the simulated values of PT vehicles’ travel time from the real values of PT travel time.</div>

Discrete Dynamics in Nature and Society

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Table 9

Table 9: The Model of the Optimal Number of Public Transport Vehicles in Mixed Traffic Flow Conditions: A Case Study 