MIKE 11



C:\work\SOLProjects\11810549_HydroCast\TestModels\Karup\NoDA\MIKE11\karup.sim11



Volume Balance Summary


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 ()