Mathematical Problems in Engineering / 2012 / Article / Tab 5

Research Article

Modified Motor Vehicles Travel Speed Models on the Basis of Curb Parking Setting under Mixed Traffic Flow

Table 5

The relative observational data of the Beiting laneway.

No.Saturation of the motor vehiclesSaturation of the same direction nonmotorized vehiclesSaturation of the counter direction nonmotorized vehiclesThe time influence rate The observation speed (veh/h)
symbol

10.110.290.190.0718.03
20.120.530.590.016.63
30.150.880.230.183.99
40.150.220.70.079.05
50.160.460.30.139.24
60.270.60.860.131.44
70.290.480.090.028.77
80.370.380.910.212.1
90.390.110.30.127.81
100.490.490.590.135.17
110.550.310.810.16.38
120.550.480.140.162.46
130.610.840.880.043.58
140.630.040.260.017.11
150.660.510.860.032.66
160.690.440.610.181.4
170.720.940.290.031.09
180.740.970.380.021.67
190.820.660.790.092.63
200.820.480.330.023.96
210.830.660.750.063.51
220.890.590.460.050.05
230.90.540.530.161.83
240.950.160.520.160.25

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