Research Article
An Evaluation Method of Crack Variation on Structural Performance of Concrete Dams with Fusion Entropy Based on Observation and Simulation
Table 2
High and low temperatures of this arch dam under the design condition.
| Design high-temperature condition | Elevation (m) | 950.5 | 965 | 970 | 1010 | 1050 | 1090 | 1130 | 1170 | 1210 | 1245 | Temperature on upstream surface (°C) | 9.49 | 9.49 | 9.48 | 9.46 | 9.45 | 9.45 | 9.50 | 10.36 | 14.33 | 27.88 | Temperature on downstream surface (°C) | 21.92 | 21.94 | 21.95 | 21.98 | 22.03 | 22.11 | 22.14 | 22.45 | 22.84 | 23.78 |
| Design low-temperature condition | Elevation (m) | 950.5 | 965 | 970 | 1010 | 1050 | 1090 | 1130 | 1170 | 1210 | 1245 | Temperature on upstream surface (°C) | 10.42 | 10.43 | 10.44 | 10.45 | 10.47 | 10.51 | 10.98 | 11.40 | 14.72 | 22.32 | Temperature on downstream surface (°C) | 20.09 | 20.08 | 20.07 | 20.03 | 19.97 | 19.88 | 20.06 | 19.57 | 19.17 | 18.22 |
|
|