Changes of annual average groundwater budgets between scenario 1 and scenario 2 (unit: ×104 m3/a)
| Water balance term . | Scenario 2 . | Scenario 1 . | Volume changes . |
|---|---|---|---|
| Rainfall | 3,474.22 | 3,474.22 | 0 |
| Irrigation | 82.04 | 82.04 | 0 |
| Lateral inflow | 1,532.46 | 1,642.19 | 109.73 |
| Evapotranspiration | 2,603 | 2,411.83 | −191.16 |
| Artificial pumping | 867.73 | 1,446.2 | 578.47 |
| Discharge into Subei Lake | 719.6 | 681.7 | −37.89 |
| Lateral outflow | 469.72 | 422.61 | −47.11 |
| Change in storage | 428.67 | 236.09 | −192.58 |
| Water balance term . | Scenario 2 . | Scenario 1 . | Volume changes . |
|---|---|---|---|
| Rainfall | 3,474.22 | 3,474.22 | 0 |
| Irrigation | 82.04 | 82.04 | 0 |
| Lateral inflow | 1,532.46 | 1,642.19 | 109.73 |
| Evapotranspiration | 2,603 | 2,411.83 | −191.16 |
| Artificial pumping | 867.73 | 1,446.2 | 578.47 |
| Discharge into Subei Lake | 719.6 | 681.7 | −37.89 |
| Lateral outflow | 469.72 | 422.61 | −47.11 |
| Change in storage | 428.67 | 236.09 | −192.58 |