Research Article
The Model of the Optimal Number of Public Transport Vehicles in Mixed Traffic Flow Conditions: A Case Study
Table 8
Travel time in direction B, obtained in the model.
| | Hours | tr (min) | ts (min) | d (min) | TT (min) |
| | 6.00-7.00 | 10.7 | 2.9 | 4.6 | 18.2 | | 7.00-8.00 | 12.9 | 4.3 | 5.7 | 22.9 | | 8.00-9.00 | 12.8 | 4.4 | 5.8 | 23.0 | | 9.00-10.00 | 12.6 | 4.4 | 6.0 | 23.0 | | 10.00-11.00 | 12.9 | 4.8 | 6.4 | 24.1 | | 11.00-12.00 | 12.8 | 5.4 | 7.1 | 25.3 | | 12.00-13.00 | 12.7 | 5.4 | 7.0 | 25.0 | | 13.00-14.00 | 12.6 | 5.9 | 6.6 | 25.1 | | 14.00-15.00 | 12.8 | 5.2 | 6.8 | 24.9 | | 15.00-16.00 | 13.2 | 3.4 | 7.7 | 24.3 | | 16.00-17.00 | 12.1 | 5.2 | 5.4 | 22.7 | | 17.00-18.00 | 11.8 | 2.7 | 4.0 | 18.5 | | 18.00-19.00 | 12.1 | 3.3 | 4.8 | 20.2 | | 19.00-20.00 | 12.0 | 3.6 | 4.5 | 20.1 | | 20.00-21.00 | 11.5 | 2.3 | 3.3 | 17.1 | | 21.00-22.00 | 10.8 | 1.9 | 3.0 | 15.7 |
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