Research Article
Zoning Modulus Inversion Method for Concrete Dams Based on Chaos Genetic Optimization Algorithm
Table 3
Calculated values and measured values of radial displacements from vertical measuring points (unit: mm).
| Water pressure component | Water pressure component calculated by finite element | Measured water pressure component |
| Water level (m) | 1165.85 | 1181 | 1225 | 1233 | 1240 | 1165.85 | 1181 | 1225 | 1233 | 1240 | Measuring points | | | | | | | | | | | Number 1 vertical dam crest | 20.09 | 30.42 | 60.58 | 70.81 | 79.69 | 21.61 | 31.17 | 61.60 | 71.34 | 80.25 | Number 1 vertical dam center | 15.45 | 21.96 | 34.97 | 38.65 | 41.21 | 15.93 | 22.20 | 35.52 | 39.10 | 41.92 | Number 2 vertical dam crest | 42.91 | 56.74 | 103.05 | 121.23 | 141.78 | 43.10 | 57.14 | 104.34 | 122.10 | 143.69 | Number 2 vertical dam center | 37.25 | 52.17 | 76.73 | 84.95 | 92.61 | 37.99 | 52.66 | 77.11 | 85.61 | 93.09 | Number 3 vertical dam crest | 18.31 | 25.54 | 54.68 | 63.79 | 72.81 | 18.74 | 26.08 | 55.03 | 64.11 | 73.13 | Number 3 vertical dam center | 14.11 | 19.05 | 31.96 | 35.03 | 38.14 | 14.48 | 19.93 | 32.41 | 35.94 | 38.91 |
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