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Research about Tennessee

Source-linked reports with geographic coverage including Tennessee.

At least 289 records · Page 16Linked to original sources

Water-quality data for 34 sites, April and June 1984, near the Y-12 Plant, the Oak Ridge Reservation, Tennessee

Water-quality data were collected at 34 sites in the vicinity of the Y-12 Plant, Oak Ridge, Tennessee, on April 12 and 13, 1984. Concentrations of dissolved major and trace constituents were determined; field determinations of specific conductance, pH temperature, alkalinity, and dissolved oxygen were made. Gross alpha and beta activity were determined for 10 of the 34 sites, and dissolved organic carbon and oil and grease concentrations were determined for 11 of the sites sampled on June 3, 1984.

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Water-quality data for 35 sites, September 1984, near the Y-12 Plant, the Oak Ridge Reservation, Tennessee

Water quality data were collected at 35 sites in the vicinity of the Y-12 Plant, Oak Ridge, Tennessee, on September 16 and 17, 1984. Concentrations of dissolved major and trace constituents were determined; field determinations of specific conductance, pH, temperature, alkalinity, and dissolved oxygen were made. Gross alpha and beta activity were determined for seven of the sites sampled.

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Delineation and description of the regional aquifers of Tennessee — The Knox Aquifer in central and west Tennessee

The Knox aquifer is composed of the Cambrian and Ordovician age carbonate rocks of the Knox Group. This aquifer occurs throughout Tennessee, west of the Valley and Ridge province. The Knox crops out in the Sequatchie Valley and in the Wells Creeks cryptoexplosive structure on the Northwestern Highland Rim. Groundwater in the upper Knox occurs primarily in solution openings. The aquifer may be recharged through fractures and faults in the overlying Ordovician limestones in Middle Tennessee. The underlying Conasauga Shale acts as the lower confining layer. Throughout parts of the Central Basin province, the Knox aquifer is an important source of water for rural domestic supplies. In these areas, groundwater from the Knox generally has less than 1,000 milligrams/L dissolved solids. Away from the Central Basin, the dissolved solids concentrations increases. It may approach brine concentrations under the Cumberland Plateau.

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Preliminary evaluation of the Central Basin aquifer system in Tennessee for receiving injected wastes

The U.S. Environmental Protection Agency is authorized to protect underground sources of drinking water from contamination. However, an aquifer may be used for injected wastes where the aquifer meets criteria established in the Environmental Protection Agency’s Underground Injection Control program. The Central Basin aquifer system in Tennessee consists of Ordovician to Devonian carbonate rocks and it occurs from the Valley and Ridge province to west of the Tennessee River. This aquifer system is currently used for drinking water in the Central Basin and western Highland Rim, but is not used for drinking water in the northern Highland Rim nor the Cumberland Plateau provinces.

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Preliminary assessment of ground-water resources of Lauderdale County, Tennessee

The ground-water resource in Lauderdale County is in a rudimentary stage of development. The principal shallow aquifers are the Mississippi alluvial deposits of Quaternary age and the Cockfield Formation, Memphis Sand, and Fort Pillow Sand of Tertiary age. Water levels fluctuate seasonally. High water levels generally occur in the winter, spring, or early summer, and low water levels occur in the fall or early winter. Water from the Mississippi alluvial deposits, Cockfield Formation, and Memphis Sand is a calcium bicarbonate type and is generally of good quality. Undesirable parameters from the standpoint of use are hardness and concentrations of dissolved iron and dissolved solids. The Fort Pillow Sand, as yet untapped, has potential to yield a sodium bicarbonate type of water of somewhat better quality than is available from the shallow aquifers. Estimated values of transmissivity from single-well pumping tests are highest for the Mississippi alluvial deposits and lowest for the Cockfield. Several north-northeast and west-northwest trending faults cross the country.

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Low flows and flow duration of Tennessee streams through 1981

Estimates of low-flow characteristics and flow duration for the period of record at continuous-record streamflow gages are essential in hydrologic studies and water-resources management. This report provides estimates of low flow for 1, 3, 7, 14, 30, 60, and 90 consecutive days for recurrence intervals of 2, 5, 10, and 20 years for continuous-record streamflow gages. These estimates were used in correlation methods to estimate low flow at partial-record streamflow sites for 1, 3, and 7 consecutive days for a recurrence interval of 10 years; and 3 consecutive days for a recurrence interval of 20 years.

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Hydrology of the Reelfoot Lake basin, Obion and Lake counties, northwestern Tennessee

Hydrologic data and analyses and ground-water modeling results are provided to aid in the evaluation of proposed lake management strategies for Reelfoot Lake in northwestern Tennessee. Surface-water and ground-water data collected from May 1 to December 31, 1984, were used to evaluate the Reelfoot Lake hydrologic system. Long-term streamflow, rainfall, evaporation, and lake-level data were used to describe the normal hydrologic conditions at Reelfoot Lake. Estimated monthly water budgets, assuming normal climatic and hydrologic conditions, were derived for Reelfoot Lake in order to determine the time required to refill the lake beginning on November 1, following a proposed mid-summer drawdown of 5.8 feet below normal pool. Additionally, estimates of the time required to fill the lake to 1.0 foot above normal pool were made. Results of these determinations indicate that a normal pool elevation of 282.20 feet above sea level would probably be achieved by mid-January, and a pool elevation of 283.24 feet above sea level by the end of January. A calibrated two-dimensional ground-water flow model was used to simulate groundrater levels following the proposed lake drawdown and refill. Simulation results are presented as ground-water level difference maps which indicate the potential difference in ground-water elevations for the two proposed lake-level extremes. Low lake-level simulation results indicate ground-water levels may decline approximately 5.7 feet below normal in the areas immediately adjacent to the lake. The high lake-level simulation results indicate ground-water-levels may increase approximately 1.0 foot above normal in the areas immediately adjacent to the lake.

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Water budget and estimated suspended-sediment inflow for Reelfoot Lake, Obion and Lake Counties, Northwestern Tennessee, May 1984-April 1985

Reelfoot Lake in northwestern Tennessee, with a surface area of 15,500 acres at normal pool elevation, is the largest natural lake in Tennessee. Over the years, the lake has become an important economic, environmental, and recreational resource to the people in the area, and to the State of Tennessee. The natural eutrophic succession rate of the lake has apparently been accelerated by land use practices within the Reelfoot Lake drainage basin during the past several decades. The potential loss of Reelfoot Lake has prompted the State to make management and restoration of the lake and its resources a priority objective. The U.S. Geological Survey entered into a cooperative study in May 1984 with the Tennessee Wildlife Resources Agency and the Tennessee Department of Health and Environment, Division of Water Management, to collect and analyze hydrologic data and prepare an annual water budget for Reelfoot Lake. The purpose of the water budget is to provide an analysis of the surface-groundwater-lake-atmospheric water relation at Reelfoot Lake. Results of the analysis can be used by lake managers to evaluate the potential effects of proposed lake management strategies upon the lake and surrounding hydrologic system. The water budget for the 12-month study period (May 1, 1984 through April 30, 1985) is presented in this report. In addition, estimates of suspended-sediment discharge from tributary streams in the Reelfoot Lake basin and an analysis of concentrations of constituents in stream-bottom material at three inflow sites are also presented. (Lantz-PTT)

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Crustal structure of the Appalachian Highlands in Tennessee

Crustal structure of the southern Appalachians and adjacent Interior Low Plateaus in Tennessee is derived from seismic-refraction measurements observed by the U.S. Geological Survey in 1965 along reversed lines, normal (NW-SE) and parallel (NE-SW) to the structure of the Appalachian Highlands' major geologic divisions. Its easternmost part is located approximately 80 km southwest of the westernmost part of the COCORP seismic-reflection traverse within the Blue Ridge province. The velocity-depth models derived for both observational directions consist of three crustal layers with surprisingly high velocities, being about 6.1-6.2 km/s in the upper crust down to 7-10 km depth, 6.7-6.8 km/s for the middle crust between about 17 and 34 km and varying from 7.1 to 7.4 km/s for the lower crust at about 40-47 km depth. The boundaries between the three crustal layers as well as the crust-mantle boundary are transition zones of up to 11 km thickness. Similar to old orogens in other parts of the earth, the main result is a thick crust, at places in excess of 50 km, with high average velocity and a broad crust-mantle transition zone.

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Effects of urbanization on the magnitude and frequency of floods on small streams in Tennessee; basic data report No. 3

Rainfall and discharge data collected at 21 urban hydrology sites in Tennessee from July 1977 to September 1983 are summarized. These rainfall-runoff data will be used to calibrate a U.S. Geological Survey Rainfall-Runoff Model. The results of the model calibrations will then be used to develop reliable methods for determining the magnitude and frequency of floods on small streams in Tennessee where urbanization is a factor. (USGS)

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Sediment characteristics of Tennessee streams and reservoirs

Suspended sediment and reservoir sedimentation data have been analyzed to determine sediment yields and transport characteristics of Tennessee streams Data from 31 reservoirs plus suspended sediment data from TVA sampling efforts in the 1930’s and 1960’s, and U.S. Geological Survey efforts from 1975-82 have been used. Results of the analyses show that the measured suspended-sediment is mostly silt and clay-size material even in the sand bed channels of western Tennessee. Samples of suspended sediment rarely exceed 25 percent sand. Computed unmeasured load is less than 10 percent of the total sediment load in western Tennessee. Unmeasured load has not been computed for middle and eastern Tennessee streams because the bed material is generally coarse and quite variable. However, unmeasured load in these streams is believed to be less than 5 percent of total load. Transport curves show that when flow is less than about 1 cubic foot per second per square mile, western Tennessee streams have higher concentrations than middle or eastern streams. When flow exceeds about 10 cubic feet per second per square mile, however, concentrations in middle and eastern streams can equal or exceed those in western streams. The more efficient sediment-delivery processes operating in middle and eastern Tennessee basins are responsible for the rapid increases in suspended sediment concentrations with increasing flow. Sediment yields for middle and eastern Tennessee basins generally are less than 800 tons per square mile per year, however, heavily strip-mined basins can have yields from 1,000 to 3,000 tons per square mile per year. Yields for the heavily agricultural and channelized basins of western Tennessee generally range from 700 to 1,000 tons per square mile per year.

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Ground water in the Dickson area of the western Highland Rim of Tennessee

A hydrologic study of the Dickson, Tenn., area provided additional information on the occurrence of ground water in the Mississippian carbonate rocks of the western Highland Rim. Twenty-six wells were drilled to determine the occurrence of ground water in relation to topographic position, regolith thickness, streamflow gains or losses, lithology of the underlying formations, and linear features. Yields of 26 test wells ranged from 0 to about 300 gallons per minute and averaged about 68 gallons per minute. Nine wells yielded 80 to about 300 gallons per minute; specific capacities ranged from about 0.71 to 12.7 gallons per minute per foot of drawdown. Seven of these nine wells yielded water from solution openings in the Warsaw Limestone. The other two wells yielded water from gravel and sand in the regolith. Aquifer tests were conducted on two wells. One well was pumped at an average rate of 350 gallons per minute for 72 hours with 39.77 feet of drawdown. The second well was pumped for 8 hours at 120 gallons per minute with 20.86 feet of drawdown. The water from both wells was of generally good quality. Water from one well had a dissolved solids concentration of 170 milligrams per liter. The dissolved solids in the water from a second well was estimated from specific conductance as about 160 milligrams per liter. Thick regolith and the presence of fine-grained limestone interbedded with coarse-grained limestone near the base of the regolith appear to be significant conditions for the development of solution openings that yield large amounts of water. Seventy percent of the test wells in which these conditions occurred yielded 80 gallons per minute or more.

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Drought-related impacts on municipal and major self-supplied industrial water withdrawals in Tennessee -- Part A

A state-wide water use survey was conducted of all public water suppliers and large, self-supplied industries in Tennessee. This report contains a summation of the data received from 463 public-water suppliers and 129 self-supplied water users. Analysis of the study results and findings indicate that many communities in Tennessee do experience occasional water supply, quantity-related shortages. A total of 142 problems were reported by 107 of the public water suppliers. However, only 22 of the problems were a result of inadequate source supply. Although only three industries reported a water shortage problem , 20 were identified as having a potential water-supply source problem. West Tennessee was the only section of the state where all communities and industries surveyed reported an adequate water supply. The effects of a drought on the environment--specifically, wetlands, fish wildlife, and recreational-users--are briefly described, although there was no evidence that water withdrawn by communities or industry would directly affect the environment. This study appears to verify the conclusions that an extended drought, although directly affecting the supply to some communities and industries, may actually affect water quality and wastewater treatment more accurately by decreasing the ability of the source to assimilate wastes. (USGS)

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Drought-related impacts on municipal and major self-supplied industrial water withdrawals in Tennessee -- Part B

A state-wide water use survey was conducted of all public water suppliers and large, self-supplied industries in Tennessee. This report contains a summation of the data received from 463 public-water suppliers and 129 self-supplied water users. Analysis of the study results and findings indicate that many communities in Tennessee do experience occasional water supply, quantity-related shortages. A total of 142 problems were reported by 107 of the public water suppliers. However, only 22 of the problems were a result of inadequate source supply. Although only three industries reported a water shortage problem , 20 were identified as having a potential water-supply source problem. West Tennessee was the only section of the state where all communities and industries surveyed reported an adequate water supply. The effects of a drought on the environment--specifically, wetlands, fish wildlife, and recreational-users--are briefly described, although there was no evidence that water withdrawn by communities or industry would directly affect the environment. This study appears to verify the conclusions that an extended drought, although directly affecting the supply to some communities and industries, may actually affect water quality and wastewater treatment more accurately by decreasing the ability of the source to assimilate wastes. (USGS)

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Flood frequency and storm runoff of urban areas of Memphis and Shelby County, Tennessee

Techniques are presented for estimating the magnitude and frequency of peak discharges and storm runoff on stream in urban areas of Memphis, Tennessee. Comprehensive analyses were made in which physical characteristics of streams are related to snythetic flood characteristics at gaging stations. Equations derived from analyses provide estimates of peak discharges with recurrence intervals of 2 to 100 years on streams that have drainage areas less than 20 square miles. The regression analyses indicated that size of drainage area and condition of channel (paved or unpaved) are the most significant basin characteristics affecting the magnitude and frequency of floods in urban streams. Data from 27 gaging stations with 8 years of record were used in the analyses. Flood frequency at each gaging station was computed from calibrated parameters in a rainfall-runoff model. Techniques are also presented for estimating discharge hydrographs for individual floods by using the unit hydrograph, lag time, and rainfall excess. (USGS)

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