Research Article
The Model of the Optimal Number of Public Transport Vehicles in Mixed Traffic Flow Conditions: A Case Study
Table 7
Travel time in direction A, obtained in the model.
| | Hours | tr (min) | ts (min) | d (min) | TT (min) |
| | 6.00-7.00 | 10.7 | 2.2 | 3.6 | 16.5 | | 7.00-8.00 | 13.5 | 5.1 | 6.1 | 24.7 | | 8.00-9.00 | 14.2 | 4.4 | 5.3 | 23.9 | | 9.00-10.00 | 13.7 | 4.0 | 4.9 | 22.6 | | 10.00-11.00 | 13.4 | 6.5 | 4.9 | 24.8 | | 11.00-12.00 | 13.4 | 5.7 | 4.8 | 23.9 | | 12.00-13.00 | 13.8 | 8.4 | 5.0 | 27.2 | | 13.00-14.00 | 13.8 | 8.0 | 4.9 | 26.7 | | 14.00-15.00 | 14.3 | 6.9 | 6.4 | 27.6 | | 15.00-16.00 | 14.3 | 6.7 | 6.3 | 27.3 | | 16.00-17.00 | 13.6 | 7.2 | 5.0 | 25.8 | | 17.00-18.00 | 12.7 | 4.9 | 5.3 | 22.9 | | 18.00-19.00 | 14.0 | 6.5 | 5.3 | 25.8 | | 19.00-20.00 | 13.8 | 5.3 | 4.9 | 24.0 | | 20.00-21.00 | 13.0 | 4.3 | 3.9 | 21.2 | | 21.00-22.00 | 11.7 | 2.1 | 3.6 | 17.4 |
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