| A: Initial volume in model area | 0.00 | m^3 | ||||
|---|---|---|---|---|---|---|
| B: Final volume in model area | 0.00 | m^3 | ||||
| MIKE SHE overland inflow | 107572.30 | m^3 | ||||
| MIKE SHE baseflow inflow | 345824022.63 | m^3 | ||||
| MIKE SHE drain inflow | 132590066.55 | m^3 | ||||
| Lateral sources inflow | 0.00 | m^3 | ||||
| Lateral correction | 1180.65 | m^3 | ||||
| Open boundaries inflow | 5363.60 | m^3 | ||||
| Rainfall runoff inflow | 0.00 | m^3 | ||||
| C: Total inflow | 478528205.74 | m^3 | ||||
| MIKE SHE overland outflow | 0.00 | m^3 | ||||
| MIKE SHE baseflow outflow | 1180.65 | 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 | 1180.65 | m^3 | ||||
| E: Continuity balance = B-A-C+D = | -478527025.08 | m^3 | ||||
| Relative deficit E/max(A,B,C,D) = | -1.00 | () | ||||