Modeling for Micro Traffic Flow with the Consideration of Lateral Vehicle’s Influence

Table 2

The first sets of vehicle data.

Time (s)	The left lane				The right lane
	Position of leading car	Position of following car	Headway	Velocity of following car	Position of leading car	Position of following car	Headway	Velocity of following car
0	26.22	18.93	7.29	6.85	40.71	18.27	22.44	8.43
0.2	27.85	20.5	7.35	6.86	42.65	20.18	22.47	8.30
0.4	29.02	21.56	7.46	6.84	43.76	21.46	22.3	8.19
0.6	30.65	23.17	7.48	6.79	45.54	23.45	22.09	8.11
0.8	31.61	24.24	7.37	6.72	46.81	24.68	22.13	8.04
1.0	33.2	25.82	7.38	6.63	48.66	26.55	22.11	7.99
1.2	34.5	27.15	7.35	6.54	50.29	28.18	22.11	7.94
1.4	35.8	28.43	7.37	6.45	51.84	29.73	22.11	7.91
1.6	36.99	29.78	7.21	6.36	53.26	31.38	21.88	7.88
1.8	37.94	30.82	7.12	6.28	54.33	32.64	21.69	7.86
2.0	39.28	32.01	7.27	6.21	55.9	34.17	21.73	7.84
2.2	40.83	33.55	7.28	6.16	57.56	36.2	21.36	7.82
2.4	41.85	34.5	7.35	6.12	58.81	37.4	21.41	7.79
2.6	43.62	36	7.62	6.10	60.65	39.21	21.44	7.77
2.8	44.78	37.1	7.68	6.09	62.03	40.75	21.28	7.74
3.0	45.85	38.17	7.68	6.10	63.48	41.92	21.56	7.70
3.2	47.63	39.53	8.1	6.13	64.99	43.82	21.17	7.66
3.4	49.02	40.74	8.28	6.17	66.26	45.32	20.94	7.61
3.6	50.48	42.02	8.46	6.22	67.91	46.78	21.13	7.55
3.8	51.84	43.39	8.45	6.27	69.29	48.34	20.95	7.48
4.0	53.05	44.4	8.65	6.33	70.37	49.5	20.87	7.40
4.2	54.77	45.77	9	6.39	71.85	51.26	20.59	7.31
4.4	56.13	46.9	9.23	6.43	72.62	52.56	20.06	7.22
4.6	57.81	48.44	9.37	6.46	74.2	54.14	20.06	7.12
4.8	59.32	49.7	9.62	6.47	75.43	55.81	19.62	7.01
5.0	60.38	50.84	9.54	6.44	76.7	56.69	20.01	6.89
5.2	61.75	52.23	9.52	6.38	77.13	58.3	18.83	6.77