Modeling for Micro Traffic Flow with the Consideration of Lateral Vehicle’s Influence
Table 5
The fourth sets of vehicle data.
Time (s)
The left lane
The right lane
Position of leading car
Position of following car
Headway
Position of leading car
Position of following car
Headway
Position of leading car
Position of following car
0
36.38
16.42
19.96
10.50
26.35
16.53
9.82
10.14
0.2
38.26
18.56
19.7
10.52
28.27
18.65
9.62
10.21
0.4
39.98
20.64
19.34
10.53
30.13
20.73
9.4
10.19
0.6
42.12
22.72
19.4
10.54
31.94
22.76
9.18
10.11
0.8
44.05
24.85
19.2
10.53
33.86
24.7
9.16
9.97
1.0
45.85
26.91
18.94
10.51
35.67
26.71
8.96
9.79
1.2
47.63
29.05
18.58
10.47
37.41
28.56
8.85
9.60
1.4
49.37
31.21
18.16
10.41
39.18
30.46
8.72
9.40
1.6
51.25
33.17
18.08
10.34
40.97
32.32
8.65
9.21
1.8
52.85
35.23
17.62
10.24
42.76
34.15
8.61
9.02
2.0
54.77
37.36
17.41
10.12
44.21
36
8.21
8.85
2.2
56.13
39.33
16.8
9.99
45.92
37.63
8.29
8.71
2.4
57.56
41.65
15.91
9.84
47.95
40
7.95
8.58
2.6
58.81
42.92
15.89
9.67
48.54
40.99
7.55
8.48
2.8
60.92
45.12
15.8
9.49
50.58
42.97
7.61
8.40
3.0
62.31
47.08
15.23
9.30
52.12
44.4
7.72
8.34
3.2
64.08
48.88
15.2
9.10
53.74
46.25
7.49
8.29
3.4
65.62
50.64
14.98
8.91
55.21
47.91
7.3
8.24
3.6
67.24
52.34
14.9
8.72
56.76
49.51
7.25
8.18
3.8
68.94
54.16
14.78
8.54
57.84
51.03
6.81
8.09
4.0
70.73
56.34
14.39
8.39
59.53
52.64
6.89
7.97
4.2
71.48
57.5
13.98
8.25
60.71
54.14
6.57
7.80
4.4
73.01
58.96
14.05
8.16
62.25
56.19
6.06
7.55
4.6
74.2
60.76
13.44
8.10
63.54
57.4
6.14
7.21
4.8
75.85
62.39
13.46
8.10
64.88
58.67
6.21
6.75
5.0
77.13
64.11
13.02
8.16
66.27
59.99
6.28
6.15
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