USGS Science⌕ Search

Geology topics

Research about South Carolina

Source-linked reports with geographic coverage including South Carolina.

At least 415 records · Page 23Linked to original sources
USGS1983

Effect of the proposed Cooper River rediversion on sedimentation in Charleston Harbor, South Carolina

The rates of sedimentation and of resultant maintenance dredging in Charleston Harbor increased dramatically in the 1940s, following two major modifications to the harbor. One modification, the Santee-Cooper diversion project, caused a twentyfold increase in freshwater inflow to the harbor. The other modification was deepening of the navigation channels in the harbor from 30 to 35 feet below mean low water. After field and model studies indicated that the diversion was the major cause of the increase in the sedimentation rate, plans were made to redivert most of the Santee River water back to its former channel. This report documents a review of existing data and literature that was made to evaluate rediversion as a means of reducing the rate of maintenance dredging. The postrediversion decrease in the rate of maintenance dredging can be estimated only within broad limits because some important questions lack reliable answers. Analysis of available information indicates that rediversion will eventually reduce the rate of maintenance dredging by about 40 to 75 percent. The reduction in the rate of maintenance dredging may be delayed for a decade or more by the gradual removal of accumulated sediment and may be partially offset by the effects of future channel deepening.

South Carolina↗
USGS1982

Strata-bound sulfide deposits, wall-rock alteration, and associated tin-bearing minerals in the Carolina slate belt, South Carolina and Georgia

Massive sulfide deposits, gold deposits, and tin-bearing minerals occur in rocks of the Carolina slate belt in South Carolina and adjacent Georgia. The belt of greenschist metamorphic rocks in which the ore deposits occur is mostly Cambrian in age. It is divided into an upper metasedimentary unit and a lower unit of predominantly felsic metavolcanic and metavolcaniclastic rocks. The ore deposits occur in the lower unit chiefly near the contact between the two units. The rocks have been deformed into two maior sets of coaxial folds and at least two minor deformations. Coarse-grained unmetamorphosed Carboniferous, I-type granites, and abundant Triassic-Jurassic diabase dikes cut the slate belt and appear largely unrelated to the ore deposits. Remnants of Cretaceous and younger sedimentary rocks overlie the crystalline rocks near several of the larger mineralized areas.Massive sulfides, largely pyrite, and some polymetallic sulfides occur in mines opened for gold in the nineteenth century. The largest of these in South Carolina are the Haile, Brewer, and Dorn mines. These mines and the Little Mountain and Cedar Creek-Blythewood areas have many similar lithologic characteristics. These are: hydrothermally altered wall-rock consisting of quartz-sericite-kaolinite schist and quartz-sericite schist; abundant aluminous silicates such as kyanite, andalusite, pyrophyllite, and topaz; zones of iron-enriched rocks; and a suite of resistant heavy minerals that includes tin-bearing minerals. Heavy mineral concentrates from alluvium of small streams showed 20,000 ppm tin. Cassiterite and nigerite have been identified.At the Brewer mine, gold has been produced from altered felsic volcanic rocks that contain silicified breccia, massive topaz, abundant pyrite, minor enargite, and probably cassiterite. Massive pyrite and gold have been mined at the Haile mine. In the McCormick-Lincolnton area, a near-surface granitoid pluton is thought to be the source for volcaniclastic rocks that contain polymetallic massive sulfide deposits, gold, and associated deposits of kyanite, barite, and manganese. Tin was found there in heavy mineral concentrates, and rutile occurring with kyanite contains 1,000 ppm tin. At Little Mountain, cassiterite and hematite are present in rocks considered to be metamorphosed hot spring deposits. In the Cedar Creek-Blythewood area, nigerite is present, together with cassiterite, chrysoberyl, and seventeen other heavy minerals in concentrates panned from alluvium in streams draining an area of quartz-sericite-kaolinite schist.The deposition of massive sulfides, gold, and tin minerals is considered to be part of a continuum of volcanic activity that included alteration, deformation, and metamorphism. Altered rocks, which host the ore deposits, result from superimposed processes beginning with alteration syngenetic with the massive sulfides and ending with fracture-controlled alteration.

South Carolina↗
USGS1982

Further interpretation of the relation of organochlorine residues in brown pelican eggs to reproductive success

This study was conducted to provide additional interpretation of the relation of organochlorine pollutants to reproductive success and population stability of brown pelicans Pelecanus occidentalis in the southeastern United States from 1969 to 1977. The sample egg technique was employed in South Carolina; it involved collecting an egg from each of 156 marked nests, analysing the eggs for residues and relating residue levels to nest success. All of the organochlorines appeared to induce adverse effects on reproductive success of brown pelicans, but the correlative evidence indicated that DDE was responsible for most of the pollutant-related nest failure. Close intercorrelation of each of the organochlorines presented a problem in the separation of the effects of each pollutant. The critical level of DDE in brown pelican eggs was 3 μg g −1 , this level was associated with substantially impaired reproductive success and 4 μg g −1 of DDE was associated with sotal reproductive failure. The critical level for dieldrin was not determined, but it appeared to exceed 1 μg g −1 . Dieldrin, DDT, DDD and the PCBs apparently exerted a minor effect on reproductive success of brown pelicans in South Carolina. Endrin seemed to induce reproductive impairment in brown pelicans in Louisiana in 1975. The critical level in eggs is only roughly estimated at <0·5 μg g −1 because it was not possible to use the sample egg technique in this small population. Significant declines in organochlorine residues in South Carolina during this study were associated with increases in eggshell thickness, reproductive success and the breeding population. Of those avian species studied, the brown pelican remains the most sensitive to organochlorine contaminants, particularly DDE and endrin; factors related to this sensitivity are poorly known.

South Carolina↗
USGS1982

Estimating the magnitude of peak discharges for selected flood frequencies on small streams in South Carolina (1975)

A program to collect and analyze flood data from small streams in South Carolina was conducted from 1967-75, as a cooperative research project with the South Carolina Department of Highways and Public Transportation and the Federal Highway Administration. As a result of that program, a technique is presented for estimating the magnitude and frequency of floods on small streams in South Carolina with drainage areas ranging in size from 1 to 500 square miles. Peak-discharge data from 74 stream-gaging stations (25 small streams were synthesized, whereas 49 stations had long-term records) were used in multiple regression procedures to obtain equations for estimating magnitude of floods having recurrence intervals of 10, 25, 50, and 100 years on small natural streams. The significant independent variable was drainage area. Equations were developed for the three physiographic provinces of South Carolina (Coastal Plain, Piedmont, and Blue Ridge) and can be used for estimating floods on small streams. (USGS)

South Carolina↗
USGS1982

Hydrology of the low-level radioactive solid waste burial site and vicinity near Barnwell, South Carolina

Geologic and hydrologic conditions at a burial site for low-level radioactive waste were studied, and migration of leachates from the buried waste into surrounding unconsolidated sediments were evaluated. The burial site and vicinity are underlain by a sequence of unconsolidated sediments of Late Cretaceous, Tertiary, and Quaternary age. These sediments are deposited over a graben which has been filled with sedimentary rocks of Triassic age. Hydraulic properties of the sediments beneath the burial site were determined by laboratory and field tests. Laboratory hydraulic conductivity values ranged from about 10^-7 to 10^-1 feet per day for the clayey sediments to nearly 22 feet per day for aquifer sands. Field aquifer tests indicate a transmissivity of about 22,000 feet squared per day for Cretaceous sediments and about 6,000 feet squared per day for Tertiary sediments. Aquifer tests indicate heterogeneity in the upper 200 feet of the Tertiary sediments. Water samples were analyzed from 51 wells, 5 streams, a Carolina bay, and rainfall at the burial site. The total dissolved solids of the ground water ranged from about 7 to 40 milligrams per liter in the upper clayey sediments to about 150 milligrams per liter in the water in the deeper calcareous sediments. The pH of the ground water ranges from 4.8 to 6.5. This slightly acidic water is corrosive to buried metal. Tritium activity greater than background was detected in sediment cores taken from drill holes adjacent to the burial trenches. High tritium activity occurred at depths above the trench floor. This indicates upward movement of water or vapor to the land surface. Tritium and organic constituents greater than background concentrations were observed in a monitoring well about 10 feet from a trench, indicating lateral migration of radionuclides from the buried waste. Traces of cobalt-60 and tritium greater than background activity were observed in sediment cores collected 5.8 feet beneath the trench floor at one site. A hydrologic model was used to simulate ground-water flow in the study area. Based on the model results the minimum time of travel for ground water to move from the burial site to the nearest stream, Marys Branch Creek, is about 50 years. Radionuclides will move more slowly than the water, and will diminish in activity, because of dispersion and radioactive decay.

South Carolina↗
USGS1982

Techniques for estimating magnitude and frequency of floods in South Carolina

Methods are provided for estimating flood magnitudes at recurrence intervals of 2, 5, 10, 25, 50, and 100 years, for unregulated rural streams in South Carolina with drainage areas greater than 1.0 square mile. Multiple regression analyses were used to define the relation between flood discharge and basin and climatic variables. The analyses indicated that flood discharge is related to the drainage area and physiographic location of the basin. Accordingly, equations were developed for the Lower Coastal Plain, Inner Coastal Plain, Piedmont, and Blue Ridge provinces. The standard errors of estimate range from 31 to 56 percent. Station data used in the analyses are listed in the report. Individual relations of flood discharge and frequency to drainage area are given for some of the regulated major streams, including the Pee Dee, Catawba, Wateree, Broad, Saluda, Congaree, Santee, and Savannah Rivers. Storm tide-recurrence interval relations along the South Carolina coast indicate that the 500-year tide height can exceed 19 feet, National Geodetic Vertical Datum of 1929, at some locations. A compilation of flood records for gaging stations is included as supplemental data.

South Carolina↗
USGS1981

A finite-element model study of the impact of the proposed I-326 crossing on flood stages of the Congaree River near Columbia, South Carolina

A two-dimensional finite element surface water model was used to study the hydraulic impact of the proposed Interstate Route 326 crossing of the Congaree River near Columbia, SC. The finite element model was assessed as a potential operational tool for analyzing complex highway crossings and other modifications of river flood plains. Infrared aerial photography was used to define regions of homogeneous roughness in the flood plain. Finite element networks approximating flood plain topography were designed using elements of three roughness types. High water marks established during an 8-yr flood that occurred in October 1976 were used to calibrate the model. The maximum flood of record, an approximately 100-yr flood that occurred in August 1908, was modeled in three cases: dikes on the right bank, dikes on the left bank, and dikes on both banks. In each of the three cases, simulations were performed both without and with the proposed highway embankments in place. Detailed information was obtained about backwater effects upstream from the proposed highway embankments, changes in flow distribution resulting from the embankments, and local velocities in the bridge openings. On the basis of results from the model study, the South Carolina Department of Highways and Public Transportation changed the design of several bridge openings. A simulation incorporating the new design for the case with dikes on the left bank indicated that both velocities in the bridge openings and backwater were reduced. A major problem in applying the model was the difficulty in predicting the network detail necessary to avoid local errors caused by roughness discontinuities and large depth gradients. (Lantz-PTT)

South Carolina↗
USGS1981

Fluoride concentrations in water from four principal coastal plain aquifer systems, South Carolina

Ample supplies of ground water are available throughout most of the Coastal Plain of South Carolina, but in many places the fluoride concentrations far exceed (as high as 5.8 mg/L, milligrams per liter) the MCL (maximum concentration limit) established for drinking water by the EPA (U.S. Environmental Protection Agency) and SCDHEC (South Carolina Department of Health and Environmental Control). Fluoridation of drinking water for the prevention of dental caries is a well known practice in many parts of the country. Low concentrations of fluoride have an apparent beneficial effect whereas high concentrations may cause dental fluorosis (mottled teeth enamel) in young children. The recommended concentration of fluoride, as established by EPA (1975) in South Carolina ranges from 1.4 to about 2.4 mg/L depending on the daily air temperature (tables 1 and 2). A lower fluoride concentration in drinking water is considered optimum in areas of high air temperature because generally more water is consumed by individuals in these areas. The total fluoride intake in a warm area where the concentration is low, therefore, will be approximately the same as in a cooler area where the concentration is higher. However, it has been established by SCDHEC that the MCL for fluoride in public drinking water in the coastal areas will be 1.6 mg/L (R. Lewis Shaw, written commun., 1976).

South Carolina↗
USGS1980

Seismicity map of the State of South Carolina

The earthquake data shown on this map and listed in table 1 are a list of earthquakes that were originally used in preparing the Seismic Risk Studies in the United States (Algermissen, 1969) which have been recompiled and updated through 1977. These data have been reexamined which resulted in some revisions of epicenters and intensities as well as assignment of intensities to earthquakes that previously had none assigened. Intensity values were updated from new and additional data soureces that were not available at the time of original compilation. Some epicenters were relocated on the basis of new informaition. The data shown in table 1 are estimates of the most accurate epicenter, magnitude, and intensity of each earthquake, on the basis of historical and current information. Some of the aftershocks from large earthquakes are listed but are incomplete in many instances, especialy for ones that occurred before seismic instruments were in universal usage.

South Carolina↗