Influence of Lane-Changing Behavior on Traffic Flow Velocity in Mixed Traffic Environment

Table 7

The parameter value interval table of the regression equation under different penetration rates of autonomous vehicles.

		Lane1		Lane2		Lane3		Lane4
		Lower 95%	Upper 95%	Lower 95%	Upper 95%	Lower 95%	Upper 95%	Lower 95%	Upper 95%
=10%	c	0	0	0	0	0	0	0	0
	a	[0.334	0.4987]	[−0.31	−0.20]	[−0.57	−0.50]	[−0.19	−0.07]
	b	[−1.42	−1.312]	[−0.47	−0.38]	[−0.09	0.009]	[−0.107	0.015]
=20%	c	0	0	0	0	0	0	0	0
	a	[6.08	6.83]	[0.32	0.92]	[−0.08	0.02]	[0.67	0.79]
	b	[−1.44	−0.85]	[1.08	1.55]	[1.09	1.22]	[0.46	0.59]
=30%	c	0	0	0	0	0	0	0	0
	a	[5.991	6.759]	[−0.55	−0.44]	[−0.45	−0.39]	[−0.38	−0.29]
	b	[−1.45	−0.88]	[−0.28	−0.19]	[−0.18	−0.09]	[−0.50]	[−0.41]
=40%	c	0	0	0	0	0	0	0	0
	a	[6.10	6.84]	[−0.05	0.51]	[−0.05	0.05]	[0.46	0.59]
	b	[−1.27	−0.72]	[1.28	1.71	[0.87	1.00]	[0.42	0.54]
=50%	c	0	0	[63.14	64.10]	[57.95	59.97]	[52.457	54.61]
	a	[5.812	6.622]	[−0.60	−0.49]	[−0.38	−0.33]	[−0.454	−0.38]
	b	[−1.04	−0.45]	[−0.17	−0.09]	[−0.26	−0.19]	[−0.48	−0.41]
=60%	c	0	0	0	0	0	0	0	0
	a	[4.81	5.69]	[0.04	0.55]	[−0.09	0.03]	[0.48	0.62]
	b	[0.62	1.23]	[1.40	1.77]	[0.84	1.00]	[0.48	0.62]
=70%	c	[63.79	64.590]	[58.32	58.95]	[57.90	59.17]	[55.538	57.04]
	a	[−0.25	−0.091]	[−0.20	−0.13]	[−0.33	−0.29]	[−0.38	−0.31]
	b	[−0.58	−0.47]	[−0.09	−0.04]	[−0.19	−0.13]	[−0.55	−0.50]
=80%	c	0	0	0	0	0	0	0	0
	a	[3.95	4.86]	[0.89	1.34]	[0.22	0.35]	[0.38	0.56]
	b	[2.84	3.51]	[1.21	1.54]	[0.58	0.77]	[0.47	0.62]
=90%	c	0	0	0	0	0	0	0	0
	a	[−0.27	−0.15]	[−0.04	0]	[−0.29	−0.26]	[−0.24	−0.27]
	b	[−0.32	−0.22]	[−0.06	−0.03]	[−0.09	−0.04]	[−0.48]	[−0.32]