| A: Initial volume in model area | 0.00 | m^3 | ||||
|---|---|---|---|---|---|---|
| B: Final volume in model area | 0.00 | m^3 | ||||
| MIKE SHE overland inflow | 112393.47 | m^3 | ||||
| MIKE SHE baseflow inflow | 342329142.60 | m^3 | ||||
| MIKE SHE drain inflow | 126059948.01 | m^3 | ||||
| Lateral sources inflow | 0.00 | m^3 | ||||
| Lateral correction | 1163.39 | m^3 | ||||
| Open boundaries inflow | 5348.29 | m^3 | ||||
| Rainfall runoff inflow | 0.00 | m^3 | ||||
| C: Total inflow | 468507995.75 | m^3 | ||||
| MIKE SHE overland outflow | 0.00 | m^3 | ||||
| MIKE SHE baseflow outflow | 1163.39 | 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 | 1163.39 | m^3 | ||||
| E: Continuity balance = B-A-C+D = | -468506832.36 | m^3 | ||||
| Relative deficit E/max(A,B,C,D) = | -1.00 | () | ||||