A: Initial volume in model area | 0.00 | m^3 | ||||
---|---|---|---|---|---|---|
B: Final volume in model area | 0.00 | m^3 | ||||
MIKE SHE overland inflow | 107287.36 | m^3 | ||||
MIKE SHE baseflow inflow | 348164186.36 | m^3 | ||||
MIKE SHE drain inflow | 134297711.02 | m^3 | ||||
Lateral sources inflow | 0.00 | m^3 | ||||
Lateral correction | 1172.15 | m^3 | ||||
Open boundaries inflow | 5420.63 | m^3 | ||||
Rainfall runoff inflow | 0.00 | m^3 | ||||
C: Total inflow | 482575777.52 | m^3 | ||||
MIKE SHE overland outflow | 0.00 | m^3 | ||||
MIKE SHE baseflow outflow | 1172.15 | 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 | 1172.15 | m^3 | ||||
E: Continuity balance = B-A-C+D = | -482574605.37 | m^3 | ||||
Relative deficit E/max(A,B,C,D) = | -1.00 | () | ||||