L.D. Hauth, J. K. Kurklin, D.M. Walters, D. M. Ferree
1984, Water Data Report OK-82-1
No abstract available....
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Publication Extents
Not all publications have extents, not all extents are completely accurateR.A. White
1984, Open-File Report 84-88
H.R. Frisbie, R.J. La Camera, M.M. Riek, D.B. Wood
1984, Water Data Report NV-83-1
No abstract available. ...
H.S. Swolfs
1984, Professional Paper 1291
John W. Hosterman
1984, Bulletin 1558-D
The white clays of Pennsylvania are composed chiefly of kaolinite and various amounts of illite. Most of the white clays are silty and a few are sandy. Quartz or chert is the only nonclay mineral in the whitest material; goethite is also present in the colored samples high in iron....
B. K. Holmstrom, C.A. Harr, R.M. Erickson
1984, Water Data Report WI-83-1
Water Resources Division, U.S. Geological Survey
1984, Open-File Report 84-26
W.R. Stokes, T.W. Hale, J. L. Pearman, G. R. Buell
1984, Water Data Report GA-83-1
Water resources data for the 1983 water year for Georgia consists of records of stage, discharge, and water quality of streams; stage and contents of lakes and reservoirs; and ground-water levels. This report contains discharge records of 104 gaging stations; stage for 11 gaging stations; stage and contents for 17...
B.J. Prugh, F.J. Easton, D. D. Lynch
1984, Water Data Report VA-83-1
No abstract available....
J.W. Buchanan, W.C. Loper, W.P. Schaffstall, R.A. Hainly
1984, Water Data Report PA-83-2
Water resources data for the 1983 water year for Pennsylvania consist of records of discharge and water quality of streams; contents of lakes and reservoirs; and water levels, and water quality of ground-water wells. This volume contains records for water discharge at 84 stations; contents at 13 lakes and reservoirs,...
W. E. Davis, G. W. Weir
1984, Miscellaneous Field Studies Map 1568-B
The aeromagnetic map of the Fossil Springs Roadless Area was compiled from data collected in 1980 by Airmag Surveys, Inc., for the U.S. Geological Survey. Total magnetic intensity measurements were made along east-west flight lines about 0.5 mi apart and flown at an average altitude of 1,000 ft above the...
J.E. Miller
1984, Professional Paper 1302
The kinematic-wave model is one of a number of approximations of the dynamic-wave model. The dynamic-wave model describes onedimensional shallow-water waves (unsteady, gradually varied, openchannel flow). This report provides a basic reference on the theory and applications of the kinematic-wave model and describes the limitations of the model in relation...
D. R. Shawe
1984, Open-File Report 84-403
L.L. Hubbard, T.D. Parks, D.L. Weiss, L.E. Hubbard
1984, Water Data Report OR-83-2
No abstract available....
W.R. Bauersfeld, E.W. Moshinsky, E.A. Pustay, F. L. Schaefer
1984, Water Data Report NJ-83-1
No abstract available. ...
K.L. Lindskov, B. A. Kimball
1984, Professional Paper 1307
Proposed oil-shale mining in northeastern Utah is expected to impact the water resources of a 3,000-square-mile area. This report summarizes a comprehensive hydrologic investigation of the area which resulted in 13 published reports. Hydrologic information obtained during 1974-80 was used to evaluate the availability of water and to evaluate potential...
Water Resources Division, U.S. Geological Survey
1984, Water Data Report ID-83-1
T.G. Hildenbrand, R.P. Kucks
1984, Geophysical Investigations Map 962
No abstract available....
M.A. Franklin, G.T. Losey
1984, Water-Resources Investigations Report 84-4004
Techniques are provided for estimating flood magnitudes for urban-flow streams in Leon County, Florida, for recurrence intervals of 2, 5, 10, 25, 50, 100, and 500 years. Synthetic flood peaks were generated by using a calibrated lumped-parameter rainfall-runoff model, pan evaporation data from Milton, Florida, and long-term unit rainfall records...
Marilyn E. Pabst, Barbara J. Dague
1984, Water-Resources Investigations Report 84-4357
Continuing studies are being made in west-central Kansas to provide up-to-date information to aid in the management of ground water for irrigation. This report, prepared in cooperation with the Western Kansas Groundwater Management District No. 1, presents the fourth in a series of studies that uses a statistical technique, called...
D.W. Clark
1984, Water-Resources Investigations Report 85-4007
The effects of withdrawals from the principal ground-water reservoir in northern Utah Valley, Utah, were projected by means of a three-dimensional, finite-difference, digital-computer model, which was constructed to study and simulate the ground-water system. The model was calibrated against (1) water levels measured in 1947, which were assumed to represent...
C.J. Childress
1984, Open-File Report 84-619
The Cuyahoga Valley National Recreation Area encompasses about 24 miles of the middle reach of the Cuyahoga River and parts of four major tributaries -- Furnace Run, Brandywine Creek, Chippewa Creek, and TInkers Creek. Water quality in this reach does not meet Ohio water-quality standards for dissolved oxygen, fecal bacteria,...
S.K. McDanal, E.F. Cooley, James E. Callahan
1984, Open-File Report 84-634
No abstract available....
S. F. Obermeier
1984, Open-File Report 84-515
No abstract available....
T.A. Manteuffel, D.B. Grove, Leonard F. Konikow
1984, Water-Resources Investigations Report 83-4009
The conjugate-gradient method can solve efficiently and accurately finite-difference approximations to the ground-water flow equation. An aquifer-simulation model using the conjugate-gradient method was applied to a problem of ground-water flow in an alluvial aquifer at the Rocky Mountain Arsenal, Denver, Colorado. For this application, the accuracy and efficiency of the...