Research Article

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

Table 1

Data of the vehicle in Figure 1.

Time (s)The left laneThe right lane
Position of leading carPosition of following carHeadwayVelocity of leading carVelocity of following carPosition of leading carPosition of following carHeadwayVelocity of leading carVelocity of following car

037.0917.7519.3411.189.3622.5517.445.1110.3610.67
0.239.5519.8619.6910.189.1024.9119.895.029.9210.41
0.441.3221.6119.719.488.9126.7921.884.919.6010.22
0.642.7823.0519.739.028.7928.2123.544.679.3610.08
0.84525.1119.898.748.7230.5725.844.739.199.99
1.046.5426.5120.038.598.6932.1127.484.639.079.92
1.248.3728.5819.798.528.7034.1829.94.288.979.86
1.450.1430.4119.738.498.7435.8531.913.948.899.80
1.651.631.7719.838.478.7937.3333.3348.809.73
1.853.8333.9719.868.438.8539.4235.763.668.719.65
2.055.0235.6719.358.358.9241.1837.863.328.609.54
2.256.5137.0719.448.218.9842.6339.233.48.469.40
2.458.6239.2319.398.019.0344.5141.293.228.319.23
2.659.7340.6919.047.759.0646.0142.923.098.139.03
2.861.4842.9218.567.439.0647.9944.973.027.938.81
3.063.0144.6918.327.069.0449.5446.762.787.728.55
3.263.9646.1517.816.658.9950.5548.042.517.508.28
3.465.6148.2117.46.248.8952.0350.11.937.298.00
3.666.9949.7417.255.858.7553.3751.381.997.097.71
3.868.0751.7616.315.518.5655.2653.132.136.947.43
4.069.1853.5415.645.288.3256.7654.582.186.837.17
4.269.9354.815.135.208.0357.8159.891.926.816.94
4.471.156.5714.535.327.6859.4557.272.186.896.77
4.671.957.9813.925.717.2760.358.471.837.096.66
4.873.5559.4614.096.436.8062.0859.972.117.456.65
5.074.8360.7614.077.566.2763.6461.292.358.016.75