Research Article
Comprehensive Evaluation of Operational Efficiency of Intersections in Arterial Considering Pedestrians Yield Rule
Table 2
Parameter calibration of model.
| | Parameters | | | | | | | | | |
| | Parameter description | Driver yield response time | Minimum interval length for shifting negative exponential shift | Pedestrians speed | Vehicle speed | Vehicle acceleration | Vehicle width | Average width of pedestrians | Number of passengers in minibuses | Number of passengers in buses |
| | Take value | 1 | 1.5 | 1.2 | 15 | 4 | 6 (Small) 12 (Large) | 0.5 | 1.4 | 40 |
| | Unit | s | m/s | km/h | m/s2 | m | Person/car |
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