Advances in Civil Engineering

Research Article

Optimizing Reservoir-Stream-Aquifer Interactions for Conjunctive Use and Hydropower Production

Table 4

Bounds on decision variables in stress period 1.
Decision variableLower bound (L) (m3/day)Upper bound (U) (m3/day)
Pumping well 13102820
Pumping well 2308460
Stream diversion 1758460
Stream diversion 23602820
Reservoir diversion282820
Reservoir release57680195370