Research Article
Experimental Study on the Influence of Buried Geothermal Pipes on the Temperature Field of Concrete Roads
Table 5
Temperature rise value of the first layer under flow velocity conditions.
| Flow velocity (m/s) | Initial temperature (°C) | Temperature after 2 h (°C) | Temperature after 6 h (°C) | The temperature rise value between initial temperature and temperature after 6 h (°C) |
| 0.8 | 5.23°C | 9.76 | 11.57 | 6.34 | 0.85 | 6.19°C | 10.57 | 12.82 | 6.63 | 0.9 | 4.31°C | 11.97 | 15.97 | 11.66 |
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