Scientific Investigations Report 2009–5251
ABSTRACTSaltwater intrusion of the Upper Floridan aquifer has been observed in the Hilton Head area, South Carolina since the late 1970s and currently affects freshwater supply. Rising sea level in the Hilton Head Island area may contribute to the occurrence of and affect the rate of saltwater intrusion into the Upper Floridan aquifer by increasing the hydraulic gradient and by inundating an increasing area with saltwater, which may then migrate downward into geologic units that presently contain freshwater. Rising sea level may offset any beneficial results from reductions in groundwater pumpage, and thus needs to be considered in groundwater-management decisions. A variable-density groundwater flow and transport model was modified from a previously existing model to simulate the effects of sea-level rise in the Hilton Head Island area. Specifically, the model was used to (1) simulate trends of saltwater intrusion from predevelopment to the present day (1885–2004) and evaluate the conceptual model, (2) project these trends from the present day into the future based on different potential rates of sea-level change, and (3) evaluate the relative influences of pumpage and sea-level rise on saltwater intrusion. Four scenarios were simulated for 2004–2104: (1) continuation of the estimated sea-level rise rate over the last century, (2) a doubling of the sea-level rise, (3) a cessation of sea-level rise, and (4) continuation of the rate over the last century coupled with an elimination of all pumpage. Results show that, if present-day (year 2004) pumping conditions are maintained, the extent of saltwater in the Upper Floridan aquifer will increase, whether or not sea level continues to rise. Furthermore, if all pumpage is eliminated and sea level continues to rise, the simulated saltwater extent in the Upper Floridan aquifer is reduced. These results indicate that pumpage is a strong driving force for simulated saltwater intrusion, more so than sea-level rise at current rates. However, results must be considered in light of limitations in the model, including, but not limited to uncertainty in field data, the conceptual model, the physical properties and representation of the hydrogeologic framework, and boundary and initial conditions, as well as uncertainty in future conditions, such as the rate of sea-level rise. |
First posted February 19, 2010 For additional information contact: Part or all of this report is presented in Portable Document Format (PDF); the latest version of Adobe Reader or similar software is required to view it. Download the latest version of Adobe Reader, free of charge. |
Payne, D.F., 2010, Effects of sea-level rise and pumpage elimination on saltwater intrusion in the Hilton Head Island area, South Carolina, 2004–2104: U.S. Geological Survey Scientific Investigations Report 2009–5251, 83 p.
Abstract
Introduction
Purpose and Scope
Methods
Previous Investigations
Acknowledgments
Description of Study Area
Hydrogeologic Setting
Groundwater Flow
Groundwater Pumpage
Saltwater Contamination
Conceptual Model
Sea-Level Rise
Simulation of Variable-Density Groundwater Flow and Solute Transport, Predevelopment–2004
Model Construction
Layering (Framework)
Spatial Discretization
Hydraulic and Transport Properties
Boundary Conditions
Top and Bottom Boundary Condition
Lateral Boundaries
Pumpage
Initial Conditions
Model Calibration
Simulated Predevelopment Conditions
Simulated Heads and Residuals, 2004
Simulated Chloride Distribution, 2004
Changes in Groundwater Levels and Chloride Concentrations at the Northern End of Hilton Head Island, 1960–2004
Comparison of Results to Original Model Results
Model Sensitivity
Top Boundary Condition–Water-Table Configuration
Overlying Confining-Unit Permeability
Saltwater-Source Areas
Freshwater-Recharge Areas
Upper Floridan Aquifer Permeability
Effective Porosity
Dispersion
Simulation of Sea-level Rise and Pumpage Elimination, 2004–2104
Scenario 1: Sea Level Continues to Rise at Current Estimated Rate
Scenario 2: Sea-Level-Rise Rate Doubles
Scenario 3: Sea-Level Rise Ceases at the 2004 Sea Level
Scenario 4: Pumpage is Eliminated while Sea Level Continues to Rise at Current Estimated Rate
Relative Effects of Sea-Level Rise and Pumpage Elimination
Model Limitations
Conceptual Model
Regional Flow System
Field Data and Physical Properties
Boundary and Initial Conditions
Calibration Approach
Future Predictions
Discussion
Summary and Conclusions
References Cited