Research Article
Influence of Large Vehicles on the Speed of Expressway Traffic Flow
Table 6
Model prediction of the average speed of traffic flow in G65.
| No. | LOS | V/C | Mixingrate of large vehicles (%) | Average speed of traffic flow (km/h) | Model 1 | Forecast value (km/h) | Relative error(%) |
| 1 | A | 0.30 | 25.7 | 100.6 | 104.4 | 3.78 | 2 | 0.33 | 28.9 | 100.1 | 104.1 | 4.00 | 3 | 0.33 | 23.7 | 99.9 | 104.7 | 4.80 | 4 | 0.34 | 12.0 | 103.1 | 106.6 | 3.39 |
| 5 | B | 0.38 | 21.8 | 94.9 | 94.1 | −0.84 | 6 | 0.39 | 15.3 | 97.0 | 95.5 | −1.55 | 7 | 0.55 | 11.1 | 93.3 | 96.8 | 3.75 | 8 | 0.50 | 11.2 | 99.4 | 96.8 | −2.62 | 9 | 0.54 | 9.9 | 98.8 | 97.3 | −1.52 | 10 | 0.48 | 7.3 | 100.6 | 98.5 | −2.09 |
| 11 | C, D | 0.57 | 10.5 | 92.3 | 88.6 | −4.01 | 12 | 0.65 | 8.4 | 96.6 | 89.9 | −6.94 | 13 | 0.68 | 8.6 | 94.5 | 89.8 | −4.97 | 14 | 0.75 | 3.9 | 90.3 | 94.4 | 4.54 | 15 | 0.84 | 5.2 | 88.5 | 92.7 | 4.75 | Average absolute relative error | 3.57 |
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