Research Article
Effects of Smoke-Dust and CO on Controllable Circulatory Ventilation of an Extra-Long Highway Tunnel: Theoretical Model and Calculations
Table 4
related with slope percentages and driving speeds.
| Slope (%) | −4 | −3 | −2 | −1 | 0 | 1 | 2 | 3 | 4 |
| 80 km/h | 0.30 | 0.40 | 0.55 | 0.80 | 1.30 | 2.60 | 3.08 | 3.67 | 4.17 | 70 km/h | 0.30 | 0.40 | 0.55 | 0.80 | 1.10 | 1.80 | 3.10 | 3.25 | 3.75 | 60 km/h | 0.30 | 0.40 | 0.55 | 0.75 | 1.00 | 1.45 | 2.20 | 2.95 | 3.08 | 50 km/h | 0.30 | 0.40 | 0.55 | 0.75 | 1.00 | 1.45 | 2.20 | 2.95 | 3.70 | 40 km/h | 0.30 | 0.40 | 0.55 | 0.70 | 0.85 | 1.10 | 1.45 | 2.20 | 2.95 | 30 km/h | 0.38 | 0.50 | 0.63 | 0.75 | 0.90 | 0.90 | 1.10 | 1.45 | 2.00 | 20 km/h | 0.38 | 0.45 | 0.50 | 0.63 | 0.75 | 0.72 | 0.85 | 1.03 | 1.25 | 10 km/h | 0.38 | 0.45 | 0.50 | 0.63 | 0.75 | 0.90 | 1.06 | 1.29 | 1.56 |
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