Research Article
Complementary Ventilation Design Method for a Highway Twin-Tunnel Based on the Compensation Concept
Table 1
Long-term required air volumes (m3/s).
| Design conditions | Right line | Left line | CO | Smoke | CO | Smoke |
| 30km/h | 288.70 | 349.93 | 221.40 | 152.47 | 40km/h | 216.53 | 345.96 | 207.56 | 125.79 | 50km/h | 173.22 | 503.90 | 166.05 | 120.76 | 60km/h | 144.35 | 419.92 | 138.37 | 100.63 | 70km/h | 122.70 | 538.87 | 117.62 | 91.65 | 80km/h | 129.92 | 598.18 | 103.78 | 80.87 | Traffic block | 300.10 | 427.58 | 291.13 | 169.74 | Fire | 188.37 | 188.37 | Minimum Air exchange | 415.53 | 381.21 |
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Note: the item marked with indicates the maximum required air volume for pollutant dilution. |