Research Article
Modeling and Simulation of Nonmotorized Vehicles’ Dispersion at Mixed Flow Intersections
Table 2
Results of the correlation analysis in between of the maximum sectional dispersion degree and 7 dynamic factors.
| | Dynamic factors | Parameters | Value |
| Maximum sectional dispersion degree | Number of go-straight non-motorized vehicles | Pearson Correlation | -0.038 | P-value | 0.790 | Number of go-straight non-motorized vehicles queued at stop line | Pearson Correlation | 0.324 | P-value | 0.014 | The number of pedestrians | Pearson Correlation | -0.012 | P-value | 0.231 | Ratio of e-bikes | Pearson Correlation | -0.096 | P-value | 0.500 | Average speed of non-motorized vehicles | Pearson Correlation | -0.195 | P-value | 0.040 | Average speed of motorized vehicles in adjacent lane | Pearson Correlation | 0.094 | P-value | 0.562 | Go-straight motorized vehicle’s time occupancy in adjacent lane | Pearson Correlation | -0.772 | P-value | 0.000 |
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Correlation is significant at the 0.05 level (2-tailed). Correlation is significant at the 0.01 level (2-tailed). |