INIT Water_Volume_U = 0
Upper_Inflow = Precip_Upper*Upper_Basin_Area*Runoff_Coeff_U
Upper_Demand = 0
Flow_to_Central = .1*Water_Volume_U
Central_Basin_Area = 8000*10^6 {m^2}
Lower_Basin_Area = 8E+09
Runoff_Coeff_U = .5
Upper_Basin_Area = 9.971E+09
Precip_Upper = GRAPH(COUNTER(1,13))
(1.00, 0.0726), (2.00, 0.0693), (3.00, 0.007), (4.00, 0.093), (5.00,
0.11), (6.00, 0.106), (7.00, 0.104), (8.00, 0.102), (9.00, 0.0985), (10.0,
0.0838), (11.0, 0.0972), (12.0, 0.0828), (13.0, 0.0828)