Research Article
Biobjective Optimization and Evaluation for Transit Signal Priority Strategies at Bus Stop-to-Stop Segment
Table 4
Solutions of biobjective model.
| āā | Intersection of Caochangmen Blvd and Longyuanxi Ave | Intersection of Caochangmen Blvd and Xingjian St | Longjiang bus stop | Original plan | Optimal plan | Original plan | Optimal plan | Original plan | Optimal plan |
| Duration of TSP green time (sec) | 0 | 7 | 0 | 18 | NA | NA | Passenger delay (sec) | 1,232,399 | 1,122,171 | 549,584 | 495,446 | 130,696 | 119,293 | Delay deviation (sec) | NA | NA | NA | NA | 59,274 | 50,232 | Maximum saturation degree of approaches (%) | 83.1% | 90% | 72.3% | 87.4% | NA | NA |
|
|