Scenario | Groundwater level (m) | Fluctuation (m) | Discharge MLD | Recharge (mm/d) | Yearly Rainfall (mm) | ||||
Min | Max | Min | Max | Min | Max | Min | Max | ||
+5% recharge | 0.169 | 3.837 | 0.314 | 2.03 | 11.3 | 17.2 | 0.483 | 49.865 | 1119 |
+10% recharge | 0.352 | 4.536 | 0.223 | 2.25 | 11.3 | 17.2 | 0.506 | 52.24 | 1172 |
+5% discharge | 0.101 | 3.74 | 0.278 | 2.20 | 11.4 | 18.1 | 0.46 | 47.49 | 1066 |
+10% discharge | 0.089 | 3.41 | 0.278 | 1.30 | 12.4 | 18.9 | 0.46 | 47.49 | 1066 |
−5% recharge | 0.059 | 2.43 | 0.301 | 1.69 | 11.3 | 17.2 | 0.437 | 45.115 | 1012 |
−10% recharge | 0.009 | 1.70 | 0.212 | 1.48 | 11.3 | 17.2 | 0.414 | 42.74 | 959 |
−5% discharge | 0.148 | 3.78 | 0.262 | 1.22 | 10.7 | 16.3 | 0.46 | 47.49 | 1066 |
−10% discharge | 0.172 | 4.38 | 0.316 | 1.26 | 10.17 | 14.67 | 0.46 | 47.49 | 1066 |