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 | () | ||||