This paper presents and interprets data from three cycles of injection, storage, and recovery of freshwater in a brackish aquifer through wells drilled at the Hialeah Water Treatment Plant in northeastern Dade County, Florida. Also described is an application of solute-transport modeling techniques to depict the hypothetical movement of the freshwater mass and to simulate the increasing salinity of the recovered water during the withdrawal phases. This paper also reports results of use of the calibrated model to predict recovery efficiencies in hypothetical future operational schedules of injection and recovery.