Research Article

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

Table 3

The second sets of vehicle data.

Time (s)The left laneThe right lane
Position of leading carPosition of following caHeadwayPosition of leading carPosition of following carHeadwayPosition of leading carPosition of following car

022.517.215.298.0935.8919.0716.829.35
0.224.2918.85.497.4638.0220.9617.068.89
0.426.0320.445.597.0240.1322.9717.168.60
0.627.2521.495.766.7341.5524.2317.328.44
0.829.0823.0866.5743.5526.2217.338.38
1.030.3324.116.226.5045.0527.5517.58.39
1.231.9325.456.486.4946.8229.3117.518.44
1.433.5926.756.846.5248.5431.0517.498.52
1.635.4228.357.076.5750.5833.0817.58.60
1.837.0929.677.426.6452.1234.8217.38.67
2.038.5330.727.816.7053.536.217.38.72
2.240.2232.078.156.7555.2137.9917.228.75
2.442.3333.698.646.7957.0239.9617.068.76
2.643.5534.738.826.8258.3941.3317.068.73
2.845.6736.389.296.8460.4143.5516.868.69
3.047.0737.59.576.8761.6344.916.738.63
3.248.7538.99.856.9163.2146.6316.588.58
3.450.5540.310.256.9864.8848.3416.548.54
3.652.4741.9210.557.1166.2750.3615.918.54
3.854.0743.4210.657.3268.152.1815.928.61
4.055.7544.6211.137.6369.2453.5415.78.77
4.257.5446.1911.358.0970.8355.1715.669.05
4.459.7348.0211.718.7272.4857.3715.119.49