PUBLICATIONS

• Publications by topic
  • Groundwater
  • Surface Water
  • Water Quality
  • Water Use

• Publications by date
  • Recent publications

Annual Water Data Report

USGS Publications Warehouse

USGS IN YOUR STATE

USGS Water Science Centers are located in each state.

Simulation of ground-water flow in the Coastal Plain aquifer system of North Carolina

Open-File Report 90-372
By G.L. Giese, J.L. Eimers, and R.W. Coble

Abstract

A 3-D finite difference digital model was used to simulate groundwater flow in the 25,000 sq mi aquifer system of the North Carolina Coastal Plain. The model was developed from a geohydrologic framework that is based on an alternating sequence of 10 aquifers and 9 confining units, which comprise a seaward-thickening wedge of sediments that form the Coastal Plain aquifer system in North Carolina. The model was calibrated by comparing observed and simulated water levels. The maximum transmissivity of an individual aquifer in the calibrated model is 200,000 sq ft/d in a part of the Castle Hayne aquifer, which is composed predominately of limestone. The maximum simulated vertical hydraulic conductivity in a confining unit was 2.5 ft/d in a part of the confining unit overlying the upper Cape Fear aquifer. Analysis indicated the model is highly sensitive to changes in transmissivity and leakage near pumping centers; away from pumping centers, the model is only slightly sensitive to changes in transmissivity but is moderately sensitive to changes in leakance. Recharge from precipitation to the surficial aquifer ranges from about 12 in/yr in areas having clay at the surface, to about 20 in/yr in areas having sand at the surface. Most of this recharge moves laterally to streams, with only about 1 in/yr moving down to the confined parts of the aquifer system. Groundwater level declines, which are the result of water taken from storage, are extensive in some area and minimal in others. Water level declines exceeding 100 ft have occurred in the Beaufort County area because of withdrawals for a mining operation and water supplies for a chemical plant. Head declines have been less than 10 ft in the shallow surficial and Yorktown aquifers and in the updip parts of the major confined aquifers distant from areas of major withdrawals. A water-budget analysis using the model simulations indicates that much of the water removed from the groundwater system by pumping ultimately is made up by a reduction in water leaving the aquifer system, which discharges to streams as base flow.

Giese, G.L., Eimers, J.L., and Coble, R.W., 1991, Simulation of ground-water flow in the Coastal Plain aquifer system of North Carolina: U.S. Geological Survey Open-File Report 90-372, 178 p.