Research Article
[Retracted] Dynamic Control of Water Level in Flood Limited Reservoir Based on Intelligent Calculation
Table 6
Flood adjustment calculation results.
| Design flood frequency (years) | Project | Water level | 217 m | 218 m |
| Typical year | Normal water level (m) | 222 | Maximum water level (m) | 217 | 218 | Maximum inbound flow (m3/s) | 18800 | Maximum discharge flow (m3/s) | 9300 | 11600 |
| 100 | Normal water level (m) | 222 | Maximum water level (m) | 220.58 | 220.64 | Maximum inbound flow (m3/s) | 22800 | Maximum discharge flow (m3/s) | 18111.39 | 18298.5 |
| 1000 | Normal water level (m) | 222 | Maximum water level (m) | 224.71 | 225 | Maximum inbound flow (m3/s) | 40400 | Maximum discharge flow (m3/s) | 31347.75 | 31463.77 |
| 5000 | Normal water level (m) | 222 | Maximum water level (m) | 227.49 | 227.52 | Maximum inbound flow (m3/s) | 54500 | Maximum discharge flow (m3/s) | 41862.85 | 41966.28 |
| 10000 | Normal water level (m) | 222 | Maximum water level (m) | 225.84 | 225.89 | Maximum inbound flow (m3/s) | 59200 | Maximum discharge flow (m3/s) | 35597.97 | 35745.20 |
| P.M.P | Normal water level (m) | 222 | Maximum water level (m) | 225.75 | 225.83 | Maximum inbound flow (m3/s) | 63000 | Maximum discharge flow (m3/s) | 35245.82 | 35561.51 |
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