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Page 4485, results 112101 - 112125

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Publication Extents

Not all publications have extents, not all extents are completely accurate
Generalized configuration of the base of the High Plains Aquifer in Kansas
Kenneth R. Watts, Lloyd E. Stullken
1985, Open-File Report 81-344
The High Plains aquifer in Kansas is part of a regional system that extends from South Dakota to Texas. In Kansas, the aquifer underlies an area of 30,900 square miles in the western and south-central part. The aquifer is a hydraulically connected aggregation of unconsolidated water-bearing deposits. The High Plains...
Hydrogeologic data related to the potential for stock-water development on federally owned rangeland near Dillon, Montana
J. F. Levings
1985, Open-File Report 85-170
Existing hydrogeologic data and information were synthesized for 20 sites on federally owned rangeland near Dillon, Montana. The purpose was to assist the U.S. Bureau of Land Management in evaluating the potential for developing additional stock-water supplies. Hydrologic and geologic conditions at most of the sites were verified by onsite...
Water resources of Deuel and Hamlin counties, South Dakota
Jack Kume
1985, Water-Resources Investigations Report 84-4069
An estimated 8.5 million acre-feet of water is stored in three major and several minor aquifers in the glacial drift in Deuel and Hamlin Counties, SD. The Big Sioux aquifer, underlying the valley of the Big Sioux River and some of its tributaries, contains an estimated 0.5 million acre-feet of...
Results of the US Geological Survey's second International Interlaboratory Analytical Comparison Study; Standard Reference Water Samples M-86 (major constituents), T-87 (trace constituents), and P-5 (precipitation snowmelt)
V.J. Janzer
1985, Water-Resources Investigations Report 85-4049
The U.S. Geological Survey began an interlaboratory testing program of standard-reference water samples in 1962. Program objectives have been to provide a means for participating anaytical laboratories to: (1) Identify analytical problems, (2) ascertain the accuracy and precision of common water analyses and analytical methods, and (3) obtain reference samples...
Determination of roughness coefficients for streams in Colorado
R.D. Jarrett
1985, Water-Resources Investigations Report 85-4004
Most hydraulic calculations of flow in channels and overbank areas require an evaluation of flow resistance, generally expressed as Manning 's roughness coefficient. The degree of roughness depends on many factors. The report summarizes and relates several methods of estimating roughness and presents additional channel-roughness verification data on higher-gradient streams...
Sediment sources and transport in Kings Bay and vicinity, Georgia and Florida, July 8-16, 1982
D. B. Radtke
1985, Professional Paper 1347
Water quality, bottom-material, suspended-sediment, and current velocity data were collected during July 1982 in Kings Bay and vicinity to provide information on the source and transport of estuarine sediments. Kings Bay and Cumberland Sound, the site of the Poseidon Submarine Base in southeast Georgia, are experiencing high rates of sediment...
Impact on the Columbia River of an outburst of Spirit Lake
W. G. Sikonia
1985, Water-Resources Investigations Report 85-4054
A one-dimensional sediment-transport computer model was used to study the effects of an outburst of Spirit Lake on the Columbia River. According to the model, flood sediment discharge to the Columbia from the Cowlitz would form a blockage to a height of 44 feet above the current streambed of the...
Management of ground water and evolving hydrogeologic studies in New Jersey : a heavily urbanized and industrialized state in the northeastern United States
P. Patrick Leahy
1985, Water-Resources Investigations Report 85-4277
New Jersey is the most densely populated and one of the most industrialized states in the United States. An abundance of freshwater and proximity to major northeastern metropolitan centers has facilitated this development. Pumpage of freshwater from all aquifers in the State in 1980 was 730 million gallons per day...