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R.E. Krause

Publications and source records attributed to R.E. Krause.

10 recordsLinked to original sources

Water-supply potential of major streams and the upper Floridan Aquifer in the vicinity of Savannah, Georgia

Long-term pumping from the Upper Floridan aquifer in the Savannah, Georgia, area has lowered ground-water levels, resulting in increased salinity of ground water by seawater encroachment at Hilton Head Island, S.C., and by saltwater intrusion at Brunswick, Ga. Increased pumpage could cause further salinization of the ground-water resources. The Savannah and Ogeechee Rivers can be considered potential water-supply sources for the Savannah, Ga., area, on the basis of historic stream flow records and water-quality constituents and properties examined. Analyses of stream-discharge data indicate that the minimum average discharges for 7 consecutive days for a 10-year recurrence interval (7010), was 5,460 cubic feet per second (ft3/s) at Savannah River near Clyo, Ga., and 192 ft3/s at Ogeechee River near Eden, Ga. For example, 90 percent of the time, flows in excess of the 7010 discharges are about 900 and 200 ft3/s, respectively. However, Georgia Department of Natural Resources, Environmental Protection Division, imposes a non-depletable flow criterion; thus, the actual quantity of water available for withdrawal probably would be less than flows in excess of minimum flow criteria, such as the 7Q10. A ground-water flow model was developed and used in conjunction with other previously calibrated models in the coastal area to simulate the effects of additional pumping on water levels near sites of seawater encroachment at Hilton Head Island and saltwater intrusion at Brunswick. Based on model simulations and the constraint of preventing water-level declines at locations of encroachment and intrusion, the potential of the Upper Floridan aquifer to supply additional water in the Savannah area is limited under present (1985) hydrologic conditions. The water-supply potential ranges from less than 1 million gallons per day (Mgal/d) in Liberty, McIntosh, most of Bryan, and southern Chatham Counties, Ga., and in southern Beaufort County, S.C., to more than 5 Mgal/d in northern Jasper and northern Beaufort Counties, S.C. Because of the limited water- supply potential, hypothetical alternatives involving redistributions, redistributions and small increases, and decreases in pumpage were simulated to determine the effects on water levels. These simulations indicate that reductions and redistributions of pumping would not adversely affect water levels at locations of encroachment and intrusion. Increased pumping would cause water-level declines, which might increase salinization of the fresh-water aquifer. .

Georgia↗

Comparison of aquifer characteristics derived from local and regional aquifer tests

A comparison of the aquifer parameter values obtained through the analysis of a local and a regional aquifer test involving the same area in southeast Georgia is made in order to evaluate the validity of extrapolating local aquifer-test results for use in large-scale flow simulations. Time-drawdown and time-recovery data were analyzed by using both graphical and least-squares fitting of the data to the Theis curve. Additionally, directional transmissivity, transmissivity tensor, and angle of anisotropy were computed for both tests.

Groundwater↗

Analysis of the effects of proposed pumping from the principal artesian aquifer, Savannah, Georgia area

A two-dimensional finite-difference model of the principal artesian aquifer in the Savannah, Georgia, area, originally developed by Counts and Krause (1976), has been expanded and refined. The model was updated and the grid redesigned to provide more current and accurate detail for ground-water resources management alternatives. Improvements in the definition of the flow system were made possible by the acquisition of additional data in the area and by recently completed regional models that include the area. The model was initially calibrated by using the estimated predevelopment potentiometric surface of 1880. The flow system under predevelopment conditions was sluggish and only 100 cubic feet per second (65 million gallons per day) flowed through the model area. It was then tested for acceptance by using the May 1980 potentiometric surface and corresponding pumping stress of approximately 85 million gallons per day in the Savannah, Georgia-Hilton Head Island, South Carolina, area. The flow through the system under 1980 conditions was about 390 cubic feet per second (250 million gallons per day) and the vertical inflow from the overlying surficial aquifer more than doubled due to formerly rejected recharge that now flows vertically into the aquifer. Calibration was accurate + or - 10 feet. The absolute error per node was 3.4 feet. A hypothetical 25-percent increase in pumpage over the entire area was used to represent a gradual growth in commercial and municipal pumpage over the next 20 to 30 years. The increase produced a maximum decline of 30 feet below the existing water level of 135 feet below sea level at the center of the cone of depression in Savannah, and a 5-foot decline at a radius of 20 miles from the center of the cone of depression. (USGS)

Georgia↗

Hydrogeologic data from the US Geological Survey test wells near Waycross, Ware County, Georgia

Two wells were constructed near Waycross, Ware County, Georgia, from July 1980 to May 1981 to collect stratigraphic, structural, geophysical, hydrologic, hydraulic, and geochemical information for the U.S. Geological Survey Tertiary Limestone Regional Aquifer-System Analysis. Data collection included geologic sampling and coring, borehole geophysical logging, packer testing, water-level measuring, water-quality sampling, and aquifer testing. In the study area, the Tertiary limestone aquifer system is about 1,300 feet thick and is confined and overlain by about 610 feet of clastic sediments. The aquifer system consists of limestone, dolomite, and minor evaporites and has high porosity and permeability. A 4-day continuous discharge aquifer test was conducted, from which a transmissivity of about 1 million feet squared per day and a storage coefficient of 0.0001 were calculated. Water from the upper part of the aquifer is of a calcium bicarbonate type. The deeper highly mineralized zone produces a sodium bicarbonate type water in which concentrations of magnesium, sulfate, chloride, sodium, and some trace metals increase with depth. (USGS)

Georgia↗

Geohydrology of Brooks, Lowndes, and western Echols Counties, Georgia

The principal artesian aquifer, a limestone of Eocene to Miocene age, is the main source of water supply for Brooks, Lowndes, and western Echols Counties in south Georgia. Pumpage of about 22 million gallons perday from this prolific aquifer has not posed any problems regarding declining water levels or depletion of the reservoir. However, water-quality problems do occur in the Valdosta area. Seepage-run measurements indicate that the Withlacoochee River north of Valdosta contributes an average of 112 cubic feet per second of water to caverns and sinkholes that recharge the aquifer. Wells near the recharge area withdraw relatively unfiltered water with iron concentration and color intensity exceeding standards for drinking water. South of Valdosta, water from the aquifer contains as much as 3.0 milligrams per liter of hydrogen sulfide, rendering the water unfit for drinking. Water high in sulfate concentration occurs below 550 feet in the lower part of the aquifer in Valdosta, and is assumed to be present at that depth throughout the study area. Generally, sufficient quantities of freshwater can be obtained without drilling to this depth.

Georgia↗

Digital model analysis of the principal artesian aquifer, Savannah, Georgia area

A digital model of the principal artesian aquifer has been developed for the Savannah, Georgia, area. The model simulates the response of the aquifer system to various hydrologic stresses. Model results of the water levels and water-level changes are shown on maps. Computations may be extended in time, indicating changes in pumpage were applied to the system and probable results calculated. Drawdown or water-level differences were computed, showing comparisons of different water management alternatives. (Woodard-USGS)

Georgia↗