| A: Initial volume in model area | 0.00 | m^3 | ||||
|---|---|---|---|---|---|---|
| B: Final volume in model area | 0.00 | m^3 | ||||
| MIKE SHE overland inflow | 61198.29 | m^3 | ||||
| MIKE SHE baseflow inflow | 325997395.42 | m^3 | ||||
| MIKE SHE drain inflow | 135086694.21 | m^3 | ||||
| Lateral sources inflow | 0.00 | m^3 | ||||
| Lateral correction | 1017.55 | m^3 | ||||
| Open boundaries inflow | 4978.06 | m^3 | ||||
| Rainfall runoff inflow | 0.00 | m^3 | ||||
| C: Total inflow | 461151283.53 | m^3 | ||||
| MIKE SHE overland outflow | 0.00 | m^3 | ||||
| MIKE SHE baseflow outflow | 1019.70 | m^3 | ||||
| MIKE SHE Drain outflow | 0.00 | m^3 | ||||
| Lateral sinks outflow | 0.00 | m^3 | ||||
| Open boundaries outflow | 0.00 | m^3 | ||||
| Rainfall runoff outflow | 0.00 | m^3 | ||||
| D: Total outflow | 1019.70 | m^3 | ||||
| E: Continuity balance = B-A-C+D = | -461150263.83 | m^3 | ||||
| Relative deficit E/max(A,B,C,D) = | -1.00 | () | ||||