A finite-element model for simulating hydraulic interchange of surface and ground water
K. C. Glover
1988, Water-Resources Investigations Report 86-4319
A model was developed to be useful for predicting changes in streamflow as a result of groundwater pumping. The stream aquifer model is especially useful for simulating streams that flow intermittently owing to leakage to the aquifer or diversion for irrigation or streams that become perched owing to declining hydraulic...
Catalog of heat-flow and other pertinent data for the eastern United States and selected adjacent areas
Lucy McCartan, Rebecca J. Architzel
1988, Open-File Report 88-681
Preliminary appraisal of the effects of land use on water quality in stratified-drift aquifers in Connecticut
S. J. Grady, M. F. Weaver
1988, Water-Resources Investigations Report 87-4005
The stratified-drift aquifers that underlie 7.9 sq mi of the Potatuck and 12.7 sq mi of the Pomperaug River valley, CT, consist primarily of sand and gravel deposits up to 150 ft thick. Average horizontal hydraulic conductivity of the stratified drift ranges from 20 to 170 ft/day, and groundwater flows...
Preliminary evaluation of the hydrogeologic system in Owens Valley, California
W.R. Danskin
1988, Water-Resources Investigations Report 88-4003
A preliminary, two-layer, steady-state, groundwater flow model was used to evaluate present data and hydrologic concepts of Owens Valley, California. Simulations of the groundwater system indicate that areas where water levels are most affected by changes in recharge and discharge are near toes of alluvial fans and along the edge...
Quantitative assessment of the shallow ground-water flow system associated with Connetquot Brook, Long Island, New York
Keith R. Prince, O. Lehn Franke, Thomas E. Reilly
1988, Water Supply Paper 2309
Streamflow on Long Island is derived principally from shallow ground water that flows above the deeper regional flow system. The movement of shallow ground water was studied during 1975-82 at Connetquot Brook, an undisturbed stream in Connetquot River State Park, in south-central Long Island, New York. The investigation encompassed (1)...
Fracture characterization and fracture-permeability estimation at the underground research laboratory in southeastern Manitoba, Canada
Frederick L. Paillet
1988, Water-Resources Investigations Report 88-4009
Various conventional geophysical well logs were obtained in conjunction with acoustic tube-wave amplitude and experimental heat-pulse flowmeter measurements in two deep boreholes in granitic rocks on the Canadian shield in southeastern Manitoba. The objective of this study is the development of measurement techniques and data processing methods for characterization of...
Low-flow profiles of the Tallapoosa River and tributaries in Georgia
R.F. Carter, E. H. Hopkins, H.A. Perlman
1988, Water-Resources Investigations Report 88-4050
Low flow information is provided for use in an evaluation of the capacity of streams to permit withdrawals or to accept waste loads without exceeding the limits of State water quality standards. The report is the fourth in a series of reports presenting the results of a low flow study...
Index of surface-water stations in Texas, January 1988
1988, Open-File Report 88-483
As of January 1, 1988, the surface-water data-collection network in Texas included 368 continuous streamflow, 12 continuous or daily reservoir-content, 38 gage height, 15 crest-stage partia 1-record, 4 periodic discharge through range, 32 floodhydrocjraph partial-record, 9 flood-profile partial-record, 36 low-flow partial-record 45 daily chemical-quality, 19 continuous-recording water-quality, 83 periodic biological,...
Ground-water flow and solute transport at a municipal landfill site on Long Island, New York — Part 2: Simulation of ground-water flow
E. J. Wexler, P. E. Maus
1988, Water-Resources Investigations Report 86-4106
Data on the hydrogeology of a 26-sq-mi area surrounding the Brookhaven landfill site in central Suffolk County were collected as part of a hydrologic investigation of solute transport from the site. These data were used to develop a steady-state groundwater flow model of the upper glacial (water table) aquifer in...
Documentation of a computer program to simulate aquifer-system compaction using the modular finite-difference ground-water flow model
S. A. Leake, David E. Prudic
1988, Open-File Report 88-482
The process of permanent compaction is not routinely included in simulations of groundwater flow. To simulate storage changes from both elastic and inelastic compaction, a computer program was written for use with the U. S. Geological Survey modular finite-difference groundwater flow model. The new program is called the Interbed-Storage Package....
Hydrologic data for urban studies in the Austin metropolitan area, Texas, 1986
J.D. Gordon, D.L. Pate, D.L. Slagle
1988, Open-File Report 87-768
The Geological Survey, in cooperation with the Texas Department of Water resources, began hydrologic studies in the Austin urban area in 1954. In cooperation with the city of Austin, the program was expanded in 1975 to include additional streamflow and rainfall-gaging stations, and the collection of surface water-quality data. In...
Ethylene dibromide (EDB) trends in the upper Floridan Aquifer, Seminole County, Georgia, October 1981 to November 1987
J. B. McConnell
1988, Water-Resources Investigations Report 89-4034
Results of an investigation to assess the persistence and trends of ethylene dibromide (EDB) in the Upper Floridan aquifer, in Georgia indicate that in November 1987, EDB was present in the groundwater 4 years after it was last applied as a soil fumigant in the intensively farmed area of central...
Reassessment of the Georgetown limestone as a hydrogeologic unit of the Edwards Aquifer, Georgetown area, Texas
L. F. Land, M.E. Dorsey
1988, Water-Resources Investigations Report 88-4190
The Edwards aquifer consists of geologic units known as the Comanche Peak (oldest) and Edwards Limestones, Kiamichi Formation, and Georgetown Limestone. The Edwards Limestone is the main water-bearing zone. The shallow geologic units dip to the east-southeast at a slope of 50 to 100 feet per mile in the Georgetown...
A water-resources appraisal of the Mount Shasta area in northern California, 1985
J. C. Blodgett, K.R. Poeschel, J.L. Thornton
1988, Water-Resources Investigations Report 87-4239
Present Mount Shasta, California, area hydrologic characteristics were documented to compare future changes due to land use or volcanic activity. Lower flanks of Mount Shasta consist of broad aprons of pyroclastic-flow, debris flow, and fluvial deposits, with incised channels on upper parts of the mountain. Data include glacial areas and...
Suspended-sediment characteristics of Indiana streams, 1952-84
Charles G. Crawford, L.J. Mansue
1988, Open-File Report 87-527
Suspended sediment concentration and discharge data were collected at seven daily record stations and 70 partial record stations in Indiana during 1952-84. Median suspended sediment concentrations ranged from 24 to 61 mg/L at daily record stations; concentrations ranged from 6 to 539 mg/L at partial record stations. Most suspended sediment...
The US Geological Survey stream-gaging program in west-central Florida
R.T. Mycyk
1988, Water-Resources Investigations Report 88-4032
The results of a study of the network of the stream-gaging program in west-central Florida are documented. Selected hydrologic data, including drainage area, period of record, and mean annual flow were compiled for the 57 continuous-record gaging stations which were active in 1985. Additionally, selected hydrologic data for 20 discontinued...
Surface-water and water-quality data from selected streams and treated waters in the Greensboro Area, North Carolina, 1986-87
M.S. Davenport
1988, Open-File Report 88-169
Water and bottom-sediment samples were collected from April 1986 to September 1987 at 19 sites in Guilford County and the City of Greensboro, North Carolina. Sampling locations included 13 stream sites, two lakes that supply City of Greensboro drinking water, two City of Greensboro finished drinking-water filtration plants, and two...
Models, data available, and data requirements for estimating the effects of injecting saltwater into disposal wells in the greater Altamont-Bluebell oil and gas field, northern Uinta Basin, Utah
Geoffrey W. Freethey
1988, Open-File Report 88-475
Permits for disposing of salty oil-production water have been issued for 19 wells in the Greater Altamont-Bluebell field. During 1986 more than 500 million gallons of production water were injected into the Duchesne River, Uinta, and Green River Formations through 18 of these wells. The physical and chemical effects of...
Extension of streamflow and dissolved-solids records at selected sites in the Colorado River basin, Arizona, California, Colorado, Nevada, New Mexico, Utah, and Wyoming, 1940-83
D. K. Mueller, T.D. Liebermann
1988, Water-Resources Investigations Report 87-4203
Monthly streamflow and dissolved-solids concentration were estimated for periods prior to the initiation of data collection at selected sites in the Colorado River basin. Techniques used for this record extension included simple and weighted least-squares regression. Streamflow records were extended at 5 sites and dissolved-solids records were extended at 13...
Water levels in periodically measured wells in the Yucca Mountain area, Nye County, Nevada, 1981-87
J. H. Robison, D.M. Stephens, R. R. Luckey, D.A. Baldwin
1988, Open-File Report 88-468
This report contains data on groundwater levels beneath Yucca Mountain and adjacent areas, Nye County, Nevada. In addition to new data collected since 1983, the report contains data that has been updated from previous reports, including added explanations of the data. The data was collected in cooperation with the U.S....
Hydrology of the lower Little Red River, Arkansas, and a procedure for estimating available streamflow
G.D. Grosz, J. E. Terry, A.P. Hall
1988, Water-Resources Investigations Report 88-4008
The U.S. Geological Survey, in cooperation with the Arkansas Soil and Water Conservation Commission, conducted a hydrologic investigation of the lower Little Red River from near Searcy, Arkansas (mi 31.7), to the river 's mouth at its confluence with the White River. During 1983 and 1984, data were collected on...
Estimation of natural dissolved-solids discharge in the Upper Colorado River basin, Western United States
D. K. Mueller, L.L. Osen
1988, Water-Resources Investigations Report 87-4069
A statistical method was developed to estimate monthly natural dissolved-solids discharge at selected sites in the Upper Colorado River Basin. Natural dissolved-solids discharge was defined as the rate of inorganic-solute flow past a specific site that would have occurred if there had been no water-resources development in the basin upstream...
Water quality of runoff to the Clarksville Memorial Hospital drainage well and of Mobley Spring, Clarksville, Tennessee, February and March, 1988
A.B. Hoos
1988, Open-File Report 88-310
A drainage well and a spring in Clarksville, Tennessee, have been instrumented to collect storm related data in order to define the types and concentrations of water quality characteristics in stormwater runoff and in the receiving groundwater basin. Water quality samples of storm runoff at the drainage well at Clarksville...
Land use, water use, streamflow, and water-quality characteristics of the Charlotte Harbor inflow area, Florida
K.M. Hammett
1988, Open-File Report 87-472
Charlotte Harbor is a 270-square-mile estuarine system in west-central Florida. It is being subjected to increasing environmental stress by rapid population growth and development. Population in the inflow area may double by the year 2020, resulting in increased demands for freshwater and increased waste loads.The Myakka, Peace, and Caloosahatchee Rivers...
Low-flow profiles of the upper Savannah and Ogeechee Rivers and tributaries in Georgia
R.F. Carter, E. H. Hopkins, H.A. Perlman
1988, Water-Resources Investigations Report 88-4047
Low flow information is provided for use in an evaluation of the capacity of streams to permit withdrawals or to accept waste loads without exceeding the limits of State water quality standards. The purpose of this report is to present the results of a compilation of available low flow data...