Abstract
Introduction
Purpose and Scope
Study Area
Previous and Related Studies
Acknowledgments
Hunt-Annaquatucket-Pettaquamscutt Stream-Aquifer System
Hydrogeologic Units
Water-Supply Wells
Ground-Water Levels and Ground-Water Flow
Stream-Aquifer Interactions
Hydrologic Components and Budget
Inflow Components
Outflow Components
Hydrologic Budget
Steady-State Numerical Model
Development
Spatial Discretization
Boundary Conditions and Stresses
Hydraulic Conductivity
Calibration and Sensitivity Analysis
Hydrologic Budget
Stream-Aquifer Interactions
Contributing Areas and Sources of Water to Supply Wells
Transient Numerical Model
Development
Temporal Discretization and Initial Conditions
Boundary Conditions and Stresses
Storage Properties of Aquifer
Calibration and Hydrologic Budget
Stream-Aquifer Interactions
Conjunctive-Management Model
Formulation of the Conjunctive-Management Model
Response-Matrix Technique for Solution of the Conjunctive-Management Model
Applications of the Model
Maintain Current Rates of Streamflow Depletion During July, August, and September
Decrease Current Rates of Streamflow Depletion in the Hunt River During July, August, and September, With Current Rates of Streamflow Depletion in the Annaquatucket and Pettaquamscutt Rivers
Maintain Current Rates of Streamflow Depletion in the Hunt River During July, August, and September, With Increased Rates of Streamflow Depletion Allowed in the Annaquatucket and Pettaquamscutt Rivers
Decrease Current Rates of Streamflow Depletion in the Hunt River During July, August, and September, With Increased Rates of Streamflow Depletion Allowed in the Annaquatucket and Pettaquamscutt Rivers
Summary and Conclusions
References Cited
Appendix A: Water Levels at Observation Wells, 199596
Appendix B: Streamflow at Partial-Record Sites, 199596
Appendix C: Withdrawals from Public-Supply Wells, 194398
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