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Depth and thickness of selected units in Upper Permian, Upper Jurassic, and Lower Cretaceous rocks in southwestern Kansas Depth and thickness of selected units in Upper Permian, Upper Jurassic, and Lower Cretaceous rocks in southwestern Kansas

As ground-water reserves decline in the Ogallala aquifer in an area of about 17,400 square miles in 26 counties of southwestern Kansas, sandstone aquifers in underlying Upper Jurassic and Lower and Upper Cretaceous rocks may be developed to supplement or replace the Ogallala as a source of water for some uses. Maps show that depths from land surface to Upper Permian rocks range from 0 at...
Authors
Jack Kume, Joseph M. Spinazola

A method of estimating flood volumes in western Kansas A method of estimating flood volumes in western Kansas

Relationships between flood volume and peak discharge in western Kansas were developed considering basin and climatic characteristics in order to evaluate the availability of surface water in the area. Multiple-regression analyses revealed a relationship between flood volume, peak discharge, channel slope , and storm duration for basins smaller than 1,503 square miles. The equation VOL=0...
Authors
C. A. Perry

Percentage change in saturated thickness of the High Plains Aquifer, west-central Kansas, 1950 to average 1982-84 Percentage change in saturated thickness of the High Plains Aquifer, west-central Kansas, 1950 to average 1982-84

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 kriging, to produce hydrologic maps that are used as...
Authors
Marilyn E. Pabst, Barbara J. Dague

Predictive simulation of alternatives for managing the water resources of North Fork Solomon River Valley between Kirwin Dam and Waconda Lake, north-central Kansas Predictive simulation of alternatives for managing the water resources of North Fork Solomon River Valley between Kirwin Dam and Waconda Lake, north-central Kansas

Since 1974 water levels in the alluvial aquifer of the North Fork Solomon River Valley in north-central Kansas have decreased due to increases in ground-water pumpage, decreases in availability of surface water for irrigation, and below-average precipitation. A finite-element model was developed in cooperation with the U.S. Bureau of Reclamation to simulate changing conditions between...
Authors
R.D. Burnett

Magnitude and frequency of high flows of unregulated streams in Kansas Magnitude and frequency of high flows of unregulated streams in Kansas

Information on high-flow magnitude and frequency is needed for hydro-logic evaluation of such factors as flood-control storage and dam safety. High-flow information given in this report is for streamflows unaffected by major regulation, such as by large reservoirs. High-flow magnitude and frequency data are given for 91 streamflow-gaging stations through-out Kansas. Results of frequency
Authors
P. R. Jordan

Water resources data, Kansas, water year 1983 Water resources data, Kansas, water year 1983

No abstract available.
Authors
C.O. Geiger, D.L. Lacock, L.R. Shelton, M.L. Penny, C.E. Merry

Projected effects of ground-water withdrawals in the Arkansas River Valley, 1980-99, Hamilton and Kearny Counties, southwestern Kansas Projected effects of ground-water withdrawals in the Arkansas River Valley, 1980-99, Hamilton and Kearny Counties, southwestern Kansas

A study was made, in cooperation with the Kansas State Board of Agriculture, to determine the effects that additional ground-water development would have on streamflow and water levels on an area along the Arkansas River in Hamilton and Kearny Counties, southwestern Kansas. A computer model was used to simulate the changes in streamflow and water levels from 1980 through 1999. Six...
Authors
L. E. Dunlap, Richard J. Lindgren, J. E. Carr

Hydrology of Prairie Dog Creek Valley, Norton Dam to state line, north-central Kansas Hydrology of Prairie Dog Creek Valley, Norton Dam to state line, north-central Kansas

Development of water resources has been a major factor in the economy of Prairie Dog Creek Valley in north-central Kansas. Releases from Norton Reservoir to the Almena Irrigation District averaged 6,900 acre-feet per year during 1967-76. The number of irrigation wells increased from 4 to 147 during 1947-78. Ground water in the valley is derived mostly from the alluvial aquifer. The...
Authors
L.E. Stullken

Assessment of water resources in lead-zinc mined areas in Cherokee County, Kansas, and adjacent areas Assessment of water resources in lead-zinc mined areas in Cherokee County, Kansas, and adjacent areas

A study was conducted to evaluate water-resources problems related to abandoned lead and zinc mines in Cherokee County, Kansas, and adjacent areas in Missouri and Oklahoma. Past mining activities have caused changes in the hydrogeology of the area. Lead and zinc mining has caused discontinuities and perforations in the confining shale west of the Pennsylvanian-Mississippian geologic...
Authors
Timothy B. Spruill

Water-resources reports prepared by or in cooperation with the U.S. Geological Survey, Kansas, 1886-1983 Water-resources reports prepared by or in cooperation with the U.S. Geological Survey, Kansas, 1886-1983

Water-resources data and the results of hydrologic investigations in Kansas are published or released by the U.S. Geological Survey, by cooperating State or Federal agencies, or by technical or scientific journals. This report lists more than 800 water-resources reports prepared by or in cooperation with the U.S. Geological Survey in Kansas for 1886 through 1983. The reports are listed...
Authors
L. J. Combs

Interpolating water-table altitudes in west-central Kansas using kriging techniques Interpolating water-table altitudes in west-central Kansas using kriging techniques

Kriging is a regionalization technique that incorporates the autocorrelation between known data values in its estimation of values at unmeasured sites. This technique is reproducible, accepts irregularly spaced data, uses only measured values closely surrounding points at which values are estimated, is an exact interpolator at measured data points, and calculates an error of estimate...
Authors
L. E. Dunlap, Joseph M. Spinazola
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