Research Article
Evaluation of the Influence of Jiangxiang Reservoir Immersion on Corp and Residential Areas
Table 3
Calculation of groundwater banked-up levels at different positions on the bank slope after reservoir impoundment (normal water level: 42.5 m).
| Name of profile | Distance from reservoir water level 42.5 (m) | Ground elevation (m) | Ground elevation before storage (m) | Ground elevation after storage (m) | Groundwater banked-up level (m) |
| Guoxiaowei | 0.00 | 42.50 | 41.00 | 42.50 | 1.50 | 50.00 | 42.80 | 41.15 | 42.70 | 1.55 | 100.00 | 43.16 | 41.31 | 42.75 | 1.44 | 150.89 | 43.61 | 41.53 | 42.83 | 1.30 | 200.00 | 44.02 | 41.95 | 42.99 | 1.04 | 213.26 | 44.23 | 42.16 | 43.035 | 0.879 | 384.60 | 45.81 | 43.56 | 43.56 | 0.00 |
| Mengyan (left bank) | 0.00 | 42.50 | 42.03 | 42.50 | 0.48 | 50.00 | 43.19 | 42.25 | 42.76 | 0.51 | 80.00 | 43.60 | 42.39 | 42.86 | 0.48 | 83.40 | 43.68 | 42.41 | 42.901 | 0.795 | 168.88 | 44.21 | 42.98 | 43.014 | 0.036 | 180.68 | 44.28 | 43.15 | 43.15 | 0.00 |
| Mengyan (right bank) | 0.00 | 42.50 | 41.88 | 42.50 | 0.62 | 50.00 | 43.05 | 42.07 | 42.65 | 0.58 | 98.91 | 43.58 | 42.21 | 42.80 | 0.59 | 100.00 | 43.59 | 42.26 | 42.81 | 0.55 | 150.66 | 44.13 | 42.36 | 42.9593 | 0.579 | 150.00 | 44.14 | 42.35 | 42.94 | 0.59 | 282.78 | 44.78 | 43.21 | 43.21 | 0.00 |
| Dongfangcao | 0.00 | 42.50 | 42.27 | 42.50 | 0.23 | 50.00 | 42.79 | 42.41 | 42.69 | 0.28 | 70.00 | 42.90 | 42.46 | 42.76 | 0.30 | 209.08 | 43.55 | 42.82 | 42.82 | 0.00 | 277.08 | 43.78 | 42.94 | 42.94 | 0.00 | 334.01 | 44.29 | 43.07 | 43.07 | 0.00 |
| Qigang | 0.00 | 42.50 | 42.08 | 42.50 | 0.42 | 20.00 | 42.74 | 42.31 | 42.71 | 0.40 | 36.75 | 42.95 | 42.50 | 42.88 | 0.38 | 80.65 | 43.49 | 43.00 | 43.00 | 0.00 |
| Xiaomiaochen | 0.00 | 42.50 | 42.33 | 42.50 | 0.17 | 30.00 | 42.57 | 42.42 | 42.56 | 0.14 | 50.00 | 42.63 | 42.45 | 42.60 | 0.15 | 57.83 | 42.65 | 42.50 | 42.62 | 0.12 | 121.07 | 43.09 | 42.76 | 42.76 | 0.00 |
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