Publications
Scientific reports, journal articles, or general interest publications by USGS scientists in the Oklahoma-Texas Water Science Center are listed below. Publications span from 1898 to the present.
Filter Total Items: 1544
Light attenuation in a shallow, turbid reservoir, Lake Houston, Texas Light attenuation in a shallow, turbid reservoir, Lake Houston, Texas
Results of measurements of light penetration at sites in Lake Houston near Houston, Texas, indicate that light-extinction coefficients during 1989– 90 range from about 2.49 to 7.93 meters-1 and euphotic zone depth ranges from about 0.61 to 1.85 meters. The coefficients are largest near the inflow site of West Fork San Jacinto River (upstream) and decrease slightly toward the dam...
Authors
Roger W. Lee, Walter Rast
Water-quality assessment of south-central Texas: Occurrence and distribution of volatile organic compounds in surface water and ground water, 1983-94, and implications for future monitoring Water-quality assessment of south-central Texas: Occurrence and distribution of volatile organic compounds in surface water and ground water, 1983-94, and implications for future monitoring
The study area of the South-Central Texas study unit of the National Water-Quality Assessment Program comprises the Edwards aquifer in the San Antonio region and its catchment area. The first phase of the assessment includes evaluation of existing water-quality data for surface water and ground water, including volatile organic compounds, to determine the scope of planned monitoring...
Authors
P. B. Ging, L. J. Judd, K. H. Wynn
Analysis of minimum 7-day discharges and estimation of minimum 7-day, 2-year discharges for streamflow-gaging stations in the Brazos River basin, Texas Analysis of minimum 7-day discharges and estimation of minimum 7-day, 2-year discharges for streamflow-gaging stations in the Brazos River basin, Texas
The minimum 7-day, 2-year discharge (7Q2) was estimated for each of 97 streamflow-gaging stations in the Brazos River Basin, Texas, with at least 10 years of unregulated or 10 years of regulated discharge data using the Pearson Type III distribution fitted by L-moment statistics of the annual minimum 7-day discharges. Forty-six stations have at least 10 years of unregulated discharge...
Authors
Timothy H. Raines, William H. Asquith
Hydrologic data for urban stormwater studies in the Dallas-Fort Worth area, Texas, 1992-94 Hydrologic data for urban stormwater studies in the Dallas-Fort Worth area, Texas, 1992-94
This report presents precipitation and waterquality data from analyses of 210 samples collected at 30 storm-sewer outfall stations in the Dallas-Fort Worth area, Texas, during February 1992-November 1994. The data were collected to fulfill requirements mandated by the U.S. Environmental Protection Agency to the cities of Arlington, Dallas, Fort Worth, Garland, Irving, Mesquite, and Piano...
Authors
Stanley Baldys, T. H. Raines, B.L. Mansfield, J.T. Sandlin
Environmental policy analysis, peer reviewed: Reservoir sediment cores show US lead declines Environmental policy analysis, peer reviewed: Reservoir sediment cores show US lead declines
As a result of the Clean Air Act, lead (Pb) emissions to the atmosphere have been greatly reduced since the mid-1970s. As part of its National Water Quality Assessment, the U.S. Geological Survey has been using paleolimnological techniques to assess past trends in hydrophobic contaminants. In urban-suburban environments, reservoir sediment cores show prominent peaks in Pb distributions...
Authors
Edward Callender, Peter C. Van Metre
Water-quality trends in the Rio Grande/Rio Bravo Basin using sediment cores from reservoirs Water-quality trends in the Rio Grande/Rio Bravo Basin using sediment cores from reservoirs
Water-quality trends reflect the relation between water quality and human activities, chronicling changes in concentrations of environmental contaminants, introduction of new contaminants, and successful efforts in environmental pollution remediation. Historical data available for analyzing trends often have severe limitations, from questionable accuracy to unknown sampling and analytic
Authors
Peter C. Van Metre, B.J. Mahler, Edward C. Callender
Topographic data sets for Texas by river basin Topographic data sets for Texas by river basin
No abstract available.
Authors
L.L. Tan
Geologic framework of the Edwards Aquifer and upper confining unit, and hydrogeologic characteristics of the Edwards Aquifer, south-central Uvalde County, Texas Geologic framework of the Edwards Aquifer and upper confining unit, and hydrogeologic characteristics of the Edwards Aquifer, south-central Uvalde County, Texas
The stratigraphic units of the Edwards aquifer in south-central Uvalde County generally are porous and permeable. The stratigraphic units that compose the Edwards aquifer in south-central Uvalde County are the Devils River Formation in the Devils River trend; and the West Nueces, McKnight, and Salmon Peak Formations in the Maverick Basin. The Balcones fault zone is the principal...
Authors
Allan K. Clark, Ted A. Small
Water-quality summary of the San Marcos Springs Riverine System, San Marcos, Texas, July-August 1994 Water-quality summary of the San Marcos Springs Riverine System, San Marcos, Texas, July-August 1994
San Marcos Springs is the second largest spring in Texas and is the headwaters for the San Marcos River in San Marcos. Spring Lake (fig. 1) was built in 1848 at the site of a marsh formed by the springs to provide hydropower to a mill. The San Marcos River originates from the 15-acre lake and flows approximately 4 river miles (mi) south to its confluence with the Blanco River. The mean...
Authors
R.N. Slattery, Lynne Fahlquist
Time of travel of solutes in the Sabine River basin, Texas, August-November 1996 Time of travel of solutes in the Sabine River basin, Texas, August-November 1996
The U.S. Geological Survey (USGS), in cooperation with the Sabine River Authority, did a time-of-travel study in the Sabine River Basin during low flow from August to November 1996. The study was done to provide accurate estimates of the time-of-travel and dispersion characteristics for solutes during low flow in a 1.8-mile (mi) reach of Grace Creek, a 23.9-mi reach of the mainstem...
Authors
Timothy H. Raines
Regional equations for estimation of peak-streamflow frequency for natural basins in Texas Regional equations for estimation of peak-streamflow frequency for natural basins in Texas
Peak-streamflow frequency estimates are needed for flood-plain management; for objective assessment of flood risk; and for cost-effective design of dams, levees, other flood-control structures, roads, bridges, and culverts. Peak-streamflow frequency represents the peak discharges for recurrence intervals of 2, 5, 10, 25, 50, and 100 years. The U.S. Geological Survey, in cooperation with...
Authors
William H. Asquith, Raymond M. Slade
Summary of surface-water hydrologic data for the Houston metropolitan area, Texas, water years 1964-89 Summary of surface-water hydrologic data for the Houston metropolitan area, Texas, water years 1964-89
The study area, a metropolitan area in southeast Texas about 45 miles north of the Gulf of Mexico, has been undergoing extensive urban development since the 1950s. The Houston Urban Runoff Program was begun by the U.S. Geological Survey in water year 1964 to define the magnitude and frequency of flood peaks, to determine the impact of continuing urban development on surface-water...
Authors
Fred Liscum, D. W. Brown, M. C. Kasmarek