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Page 5197, results 129901 - 129925

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Not all publications have extents, not all extents are completely accurate
Preliminary appraisal of the hydrology of the Stigler area, Haskell County, Oklahoma
M.V. Marcher, T.L. Huntzinger, J.D. Stoner, S. P. Blumer
1983, Water-Resources Investigations Report 82-4099
Bed rock in the Stigler area of southeastern Oklahoma consists principally of shale, siltstone, and sandstone of the McAlester, Savanna, and Boggy Formations of Pennsylvanian age. These rocks have been folded to form the Stigler syncline on the north and the Antioch anticline on the south. An area of several...
Precipitation-runoff modeling system; user's manual
G.H. Leavesley, R.W. Lichty, B.M. Troutman, L.G. Saindon
1983, Water-Resources Investigations Report 83-4238
The concepts, structure, theoretical development, and data requirements of the precipitation-runoff modeling system (PRMS) are described. The precipitation-runoff modeling system is a modular-design, deterministic, distributed-parameter modeling system developed to evaluate the impacts of various combinations of precipitation, climate, and land use on streamflow, sediment yields, and general basin hydrology. Basin...
Reclamation of mined lands in the western coal region
Perry F. Narten, S.F. Litner, J.W. Allingham, Lee Foster, D.M. Larsen, H.C. McWreath
1983, Circular 872
In 1978, a group of scientists from several Federal agencies examined reclamation work at 22 coal mines in seven western States. The results of these examinations were not used to derive quantitative predictions of the outcome of reclamation work but rather to determine the general requirements for revegetation success. Locally,...
Identification and classification of perennial streams of Arkansas
R. A. Hunrichs
1983, Water-Resources Investigations Report 83-4063
Perennial streams are identified in a map and classified according to the relative magnitude of their 7-day, 10-year low flows. Perennial streams are identified for the entire State of Arkansas with the exception of the Mississippi Alluvial Plain. Also presented are the 7-day, 10-year low flow values at continuous-record and...
Ground-water contamination at Wurtsmith Air Force Base, Michigan
J. R. Stark, T. R. Cummings, F. R. Twenter
1983, Water-Resources Investigations Report 83-4002
A sand and gravel aquifer of glacial origin underlies Wurtsmith Air Force Base in northeastern lower Michigan. The aquifer overlies a thick clay layer at an average depth of 65 feet. The water table is about 10 feet below land surface in the western part of the Base and about...
Reservoir evaporation in central Colorado
N.E. Spahr, B. C. Ruddy
1983, Water-Resources Investigations Report 83-4103
Evaporation losses from seven reservoirs operated by the Denver Water Department in central Colorado were determined during various periods from 1974 to 1980. The reservoirs studies were Ralston, Cheesman, Antero, Williams Fork, Elevenmile Canyon, Dillon, and Gross. Energy-budget and mass-transfer methods were used to determine evaporation. Class-A pan data also...
Hydrology of Area 61, Northern Great Plains and Rocky Mountain Coal Provinces, Colorado and New Mexico
P.O. Abbott, Arthur L. Geldon, Doug Cain, Alan P. Hall, Patrick Edelmann
1983, Open-File Report 83-132
Area 61 is located on the Colorado-New Mexico boundary in Huerfano and Las Animas Counties, Colorado, and Colfax County, New Mexico, and includes the Raton Mesa coal region. The 5 ,900-square-mile area is an asymmetrical structural trough bounded by the Rocky Mountains on the west and the Great Plains on...
Sketch maps, sections and laboratory analyses of peat resources in deposits of southern and western Maine
Cornelia Clermont Cameron, Michael K. Mullen
1983, Open-File Report 83-18
Peat deposits in southern and western Maine were investigated for their estimated potential as peat resources suitable for energy, horticultural, and agricultural uses. Fifty-six sketch maps illustrate the areal extent, thickness, and amount of commercial-quality peat. The total yield is estimated at 27,736,400 short tons air-dried peat. Ash content is...
Methods for estimating peak discharge and flood boundaries of streams in Utah
B. E. Thomas, K.L. Lindskov
1983, Water-Resources Investigations Report 83-4129
Equations for estimating 2-, 5-, 10-, 25-, 50-, and 100-year peak discharges and flood depths at ungaged sites in Utah were developed using multiple-regression techniques. Ratios of 500- to 100-year values also were determined. The peak discharge equations are applicable to unregulated streams and the flood depth equations are applicable...