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 profileDistance 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)

Guoxiaowei0.0042.5041.0042.501.50
50.0042.8041.1542.701.55
100.0043.1641.3142.751.44
150.8943.6141.5342.831.30
200.0044.0241.9542.991.04
213.2644.2342.1643.0350.879
384.6045.8143.5643.560.00

Mengyan (left bank)0.0042.5042.0342.500.48
50.0043.1942.2542.760.51
80.0043.6042.3942.860.48
83.4043.6842.4142.9010.795
168.8844.2142.9843.0140.036
180.6844.2843.1543.150.00

Mengyan (right bank)0.0042.5041.8842.500.62
50.0043.0542.0742.650.58
98.9143.5842.2142.800.59
100.0043.5942.2642.810.55
150.6644.1342.3642.95930.579
150.0044.1442.3542.940.59
282.7844.7843.2143.210.00

Dongfangcao0.0042.5042.2742.500.23
50.0042.7942.4142.690.28
70.0042.9042.4642.760.30
209.0843.5542.8242.820.00
277.0843.7842.9442.940.00
334.0144.2943.0743.070.00

Qigang0.0042.5042.0842.500.42
20.0042.7442.3142.710.40
36.7542.9542.5042.880.38
80.6543.4943.0043.000.00

Xiaomiaochen0.0042.5042.3342.500.17
30.0042.5742.4242.560.14
50.0042.6342.4542.600.15
57.8342.6542.5042.620.12
121.0743.0942.7642.760.00