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

Correlation is significant at the 0.05 level (2-tailed).
Correlation is significant at the 0.01 level (2-tailed).