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Research about Kansas

Source-linked reports with geographic coverage including Kansas.

At least 343 records · Page 19Linked to original sources

Description of data-collection system and synopsis of selected hydrologic data for Soldier Creek Basin, Kansas

Soldier Creek basin is a long, narrow basin encompassing an area of about 290 square miles almost directly north of Topeka, Kansas. A wide range of hydrologic data has been collected in the basin since the spring of 1964. These data include rainfall, stream discharge, sediment concentrations, chemical quality of water, and ground-water altitudes. The data collection system consists of 7 recording streamflow stations, 5 recording rainfall stations, 51 non-recording rainfall stations, and 31 groundwater observation wells. Sediment and chemical quality of water samples were collected intermittently at selected sites. A synopsis of the time and space distribution of rainfall and peak flow are provided in graphic and tabular form for selected events of rainfall and peak flow. Representative data concerning the chemical quality of water and the fluvial sediment also are included. Selected ground-water and seepage-investigation data are depicted graphically.

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Map showing saturated thickness of unconsolidated aquifer in southwestern Kansas, January 1978

The principal aquifer in the 13-county area of southwestern Kansas occurs in the heterogeneous, unconsolidated alluvial deposits of Tertiary and Quaternary age. The main body of this ground-water reservoir is designated as the unconsolidated aquifer. The map showing the saturated thickness of deposits in the unconsolidated aquifer was prepared by comparing maps showing the altitude and configuration of the underlying bedrock surface and of the potentiometric (water-level) surface in the unconsolidated aquifer in January 1978. About 75 percent of the area (1,460 square miles), as shown within the aquifer boundaries, is underlain by sufficient saturated material to supply ground water for irrigation. Saturated thicknesses range from less than 50 feet to about 630 feet. In the remainder of the area, except for isolated channels, the saturated material generally is thin and yields little or no water to wells.

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Determination of peak discharge from rainfall data for urbanized basins, Wichita, Kansas

Rainfall and runoff data from urbanized drainage basins in the Wichita area, Kansas, were used to evaluate the Soil Conservation Service synthetichydrograph method of computing flood hydrographsfrom rainfall data. The method was tested on six basins where the impervious surface ranged from 11 percent on the least urbanized basin to 40 percent on the most urbanized. Twenty-two of the largest storm events for which peak discharges had been observed were used in the test. After modification of the method for this particular area, results showed an average error of 20 percent, disregarding sign, with an apparent bias of 8 percent. However, uncertainties in some of the data make it impractical to adjust for bias. Application of the modified method using data on rainfall, impervious surface, soils, land use, channel slope, length of main channel, and drainage area is described for a hypothetical basin. As an alternative to more complete and complex modeling by digital computer, a peak discharge for drainage design can be calculated by applying the SCS method to a standardized "design storm" for a specified recurrence interval. The method is sensitive to soil conditions and land use; therefore, accurate information on these factors is necessary.

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Water resources data for Kansas, water year 1977

Water resources data for the 1977 water year for Kansas consists of records of stage, discharge, and water quality of streams; stage, contents, and water quality of lakes and reservoirs; and water levels and water quality in wells. This report contains discharge records for 149 gaging stations; stage and contents for 20 lakes and reservoirs; water quality for 77 gaging stations and 2 lakes; and water levels for 463 observation wells and water quality for 269 wells. Also included are data for 132 crest-stage partial-record stations and 23 low-flow partial-record stations. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies in Kansas.

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Hydrologic data for Soldier Creek Basin, Kansas

Selected hydrologic data collected in the Soldier Creek basin in Kansas are available on magnetic tape in card-image format. Data on the tape include water discharge in fifteen-minute and daily time intervals; rainfall in fifteen-minute and daily time intervals; concentrations and particle sizes of suspended sediment; particle sizes of bed material; ground-water levels; and chemical quality of water in concentrations of selected constituents.

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January 1977 water levels, and data related to water-level changes since 1950, western Kansas

This report contains basic data on water-level measurements in observation wells in western Kansas. Most of the measurements were made in January 1977; a few were made in December 1976 and in February 1977. The measurements were made in mid-winter when pumping was minimal and water levels had recovered from the effects of pumping during the previous irrigation season. This report also contains basic hydrologic data for 1950-77 that are provided for consideration in relation to the January 1977 water-level measurements. The annual water-level measurements are made by personnel of the Division of Water Resources of the Kansas State Board of Agriculture and of the U.S. Geological Survey. State-agency support for this program is provided through the Kansas Geological Survey. Wells in this report are numbered according to the Bureau of Land Management's system of land subdivision. In this system, the first set of digits of a well number indicates the township; the second set, the range east or west of the sixth prinicipal meridian; and the third set, the section in which the well is situated. The first letter denotes the 160-acre tract, the second, the 40-acre tract, and the third, the 10-acre tract. The letters are designated in a counterclockwise direction beginning in the northeast quarter of the section. Where there is more than one well in a 10-acre tract, consecutive numbers, beginning with "2", are added in the order in which the wells are inventoried.

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Geohydrology of the Great Bend Prairie, south-central Kansas

Unconsolidated deposits of Pliocene and Pleistocene age comprise the principal aquifer in the Great Bend Prairie. Forty-five million acre-feet of ground water are estimated to be in storage in these deposits. Only about 60 percent of this amount may be usable owing to an insufficient saturated thickness and to high mineralization of water locally. Yields to irrigation wells are commonly between 500 and 1,000 gal/min, and yields of as much as 2,000 gal/min may be available in localities where the saturated thickness is greater than 100 feet. In 1940, there were about 30 municipal and industrial wells and 50 irrigation wells in the area. In 1973, there were about 200 municipal and industrial wells and 950 irrigation wells; and in 1974, about 1,160 irrigation wells. Annual withdrawals of ground water by wells increased from about 5,000 acre-feet in 1940 to about 140,000 acre-feet in 1974. The steadily increasing withdrawal rate has not produced long-term declines of water levels that may be distinguished from the effects of climatic changes. Significant additional development for irrigation that could cause ground-water withdrawal to exceed long-term recharge and result in water-level declines is anticipated in some areas. The average annual recharge rate to ground water from precipitation is estimated to be about 2 inches. The chemical quality of ground water from unconsolidated deposits in the western half of the area is generally suitable for most uses. The chemical quality of water in the eastern half may be unsuitable locally for most purposes as a result of upward leakage of highly mineral-ized water from underlying Permian rocks. Locally, wells in rocks of Early Permian or Early Cretaceous age may yield from about 10 to 100 gal/min. However, the water from these wells generally contains more than 1,000 mg/L (milligrams per liter) of dissolved solids and more than 500 mg/L of chloride and sulfate.

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Effect of channel material on width-discharge relations for perennial streams, with emphasis on streams in Kansas -- a progress report

Using consistent procedures for width measurement at established streamflow-gaging stations, data were compiled to develop a power-function relation between width and mean discharge for high-gradient perennial streams. High-gradient channels, which generally exhibit low variability for most factors influencing the width-discharge relation, were selected to define a standard exponent in the power-function equation. Regression analysis of silt-clay channels of Kansas gave an exponent similar to that determined for high-gradient streams, thus supporting the use of a standard exponent. To account for the effect of sediment on channel morphology, silt-clay percentages of bed and bank material from 98 perennial streams of the western and midwestern United States were introduced into the standard width-discharge relations. Bed and bank cohesiveness, as indicated by silt-clay content, is considered a measure of channel resistance to erosion. Multiple-regression analysis of data limited to Kansas streams yielded an equation more typical of stable conditions than that of the larger area, because widespread destructive flooding and channel widening have not occurred in Kansas recently. The regression equations provide refinement to the channel-geometry technique of estimating discharge characteristics of ungaged basins. The equations also provide a means of anticipating changes in channel morphology resulting from hydraulic structures.

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Water resources data for Kansas, water year 1976

Water resources data for the 1976 water year for Kansas consists of records of stage, discharge, and water quality of streams; stage, contents, and water quality of lakes and reservoirs; and water levels and water quality in wells. This report contains discharge records for 148 gaging stations; stage and contents for 20 lakes and reservoirs; water quality for 67 gaging stations and 2 lakes; and water levels for 451 observation wells and water quality for 22 wells. Also included are data for 122 crest-stage partial-record stations and 23 low-flow partial-record stations. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies in Kansas.

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Water resources data for Kansas, water year 1975

Water resources data for the 1975 water year for Kansas consists of records of stage, discharge, and water quality of streams; stage, contents, and water quality of lakes and reservoirs; and water levels and water quality in wells. This report contains discharge records for 143 gaging stations; stage and contents for 20 lakes and reservoirs; water quality for 69 gaging stations; and water levels for 11 obser-vation wells. Also included are data for 125 crest-stage partial-record stations and 23 low-flow partial-record stations. These data represent that part of the National Water Data System operated by the U.S. Geological Survey and cooperating State and Federal agencies in Kansas.

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Results of infiltration tests near Scott City, western Kansas

Several types of ring infiltrometers were used to determine infiltration rates in loessial soil near Scott City, Kansas. Test results were evaluated for consistency, and were compared with infiltration rates in the underlying loess and with hydraulic conductivities in the unsaturated zone. Average daily infiltration rates in the Richfield soil ranged from 3 to 5 feet or 0.9 to 1.5 m (metres) after 16 days using 22-inch or 560mm (millimetre) ring infiltrometers; 2.3 feet (0.7 m) after 68 days using a 10-inch (250-mm) ring infiltrometer; and from 1.3 to 2.2 feet (0.4 to 0.7 m) after 38 days using double-ring infiltrometers. By comparison, the average daily infiltration rate in the underlying Peoria Loess using a 10-inch (250-mm) ring infiltrometer was about 13 feet (4.0 m) after 7 days. Tests using the double-ring infiltrometer, a paraffin seal in the 22-inch (560-mm) infiltrometer, and the measurement of flow through concentric areas of the soil core indicated that leakage of water between the infiltrometer wall and the soil was not significant. Lateral movement of the wetting front extended radially 4.7 feet (1.4 m) from the infiltrometer wall. Laboratory tests of a soil core indicated that the lowest hydraulic conductivity was in the depth interval from 3.9 to 8.6 inches (99 to 218 mm). Soil in this interval, which coincides with the depth of cultivation, evidently limits the rate of infiltration. Air-permeability tests in the unsaturated deposits gave a hydraulic conductivity of 0.2 foot per day (0.1 m/day) for the depth interval from 57 to 75 feet (17.0 to 23.0 m) as compared to a hydraulic conductivity of 1.9 feet per day (0.6 m/day) for the depth interval from 0 to 5 feet (0 to 1.5 m). A perched water table probably would occur above this interval during prolonged infiltration. Infiltration rates determined from the different types of ring infiltrometers were not consistent, but the tests showed that substantial quantities of water could infiltrate the Richfield soil.

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Saline water in the Little Arkansas River Basin area, south-central Kansas

Ground water in unconsolidated deposits of Pleistocene age in part of the Little Arkansas River basin has been polluted by the influx of saline water. The source of the saline water generally is oil-field brine that leaked from disposal ponds on the land surface. Locally, pollution by saline water also has been caused by upwelling of oil-field brine injected under pressure into the "lost-circulation zone" of the Lower Permian Wellington Formation and, possibly, by leakage of brine from corroded or improperly cased disposal wells. Anomalously high concentrations of chloride ion in some reaches of the Little Arkansas River probably can be attributed to pollution by municipal wastes rather than from inflow of saline ground water. Hydraulic connection exists between the "lost-circulation zone" and unconsolidated deposits, as evidenced by the continuing development of sinkholes, by the continuing discharge of saline water through springs and seeps along the Arkansas River south of the Little Arkansas River basin and by changes in the chloride concentration in water pumped from wells in the "lost-circulation zone." The hydraulic head in the "lost-circulation zone" is below the base of the unconsolidated deposits, and much below the potentiometric surface of the aquifer in those deposits. Any movement of water, therefore, would be downward from the "fresh-water" aquifer to the saline "lost-circulation zone."

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Water development for irrigation in northwestern Kansas

Northwestern Kansas, an area of 8,050 square miles (21,000 square kilometres), is a flat to gently rolling plain that is dissected by the Smoky Hill and Republican Rivers. Loessial soils underlying the plain are ideal for cultivation. The climate is semiarid with the mean annual precipitation ranging from 16 to 21 inches (41 to 53 centimetres). Precipitation occurring mainly as thunderstorms during the 6-month growing season is four to five times less than the potential evaporation. Principal aquifers are the Dakota Formation, which yields a few gallons per minute of water to domestic and stock wells; the Ogallala Formation, which commonly yields 500 to 1,200 gallons per minute (32 to 76 litres per second) to irrigation wells; and the alluvium, which locally yields as much as 1,500 gallons per minute (95 litres per second) to irrigation wells. Irrigation by ground water from wells has developed principally since the early 1950's. Development has increased from about 100 wells irrigating 10,000 acres (4,000 hectares) in 1950 to about 2,200 wells irrigating 300,000 acres (120,000 hectares) in 1972. The rate of withdrawal by irrigation, municipal, and industrial wells in 1972 was about 500,000 acre-feet (620 x 10 6 cubic metres) of water per year, of which about 99 percent was for irrigation. A comparison of water levels measured in 1950 and in 1973 indicates that declines greater than 10 feet (3 metres) are common in much of the area. Declines greater than 30 feet (9 metres) have occurred near Goodland and Colby. The areas of greatest irrigation-well density correspond to the areas of greatest water-level decline. More ground water could be withdrawn annually for irrigation, but additional water-level declines in some areas may make the wells uneconomical to pump. The ground-water reservoir can be managed to prolong the irrigation economy of the area.

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Water resources of Gove, Logan, and Wallace Counties, west-central Kansas

This atlas presents information on the geology and water resources of a three-county area in west-central Kansas (index map). The report is intended promarily as a guide to the availability of ground water, which is the main source of supply for domestic, stock, inductrial, irrigation, and municipal uses.

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Ground-water resources of Greeley and Wichita counties, Western Kansas

Unconsolidated deposits of sand, silt, clay, and gravel compose the principal aquifer in Greeley and Wichita Counties. The deposits are as much as 300 feet (91 m) 2/ thick, of which as much as 145 feet (44 m) is saturated. In 1972, there were about 1,040 large-capacity wells--yielding 100 gallons per minute (6.3 1/s) or more--in the counties, mostly for irrigation supplies. The wells yield as much as 2,000 gallons per minute (130 1/s). Withdrawals of ground water average about 220,000 acre-feet (270 hm 3 ) annually. Water levels have declined in parts of the area where large-capacity wells are concentrated, resulting in as much as 60-percent reduction in saturated thickness. Water-level declines during 1948-72 ranged from less than 10 to about 55 feet (3-17 m). The largest decline, about 55 feet (17 m), has occurred near Leoti, in central Wichita County. As of January 1972, about 5 million acre-feet (6,000 hm) of ground water were in storage in Greeley and Wichita Counties; however, only about 70 percent of this amount is considered to be available for pumping. The water from the unconsolidated aquifer is a mixed chemical type in which calcium, sodium, and bicarbonate are the principal constituents. Generally, the water is suitable for all common domestic, stock, and irrigation uses. Price increases for grain in 1973 and absence of acreage controls probably will encourage additional development of ground water for irrigation. Increased withdrawals will, however, accelerate the rate of water-level decline and reduction in ground-water storage. Increased water-level declines will be accompanied in most of the area by noticeable decreases in well yields. Any additional increase in the rate of withdrawal in areas where saturated thickness has declined about 40 percent or more may significantly shorten the economic life of the aquifer. Additional development in these areas should be considered with regard to increasing pumping costs and decreasing well yields. Development of the ground-water resource could be managed in several ways. The formation of Kansas Ground-Water Management District Number 1 provides a means by which local water users can decide on various management alternatives that would affect the future of their irrigation supply.

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Water resources data for Kansas, water year 1974; Part 1, Surface water records

Water resources data for the 1974 water year for Kansas including records of stream-flow or reservoir storage at gaging stations, partial-record stations, and miscellaneous sites are given in this report. Records are included for 163 gaging stations of which 143 are streamflow discharge stations and 20 are reservoir or lake stations; also are included records for 23 low-flow partial-record stations, 127 crest-stage partial-record stations, and 2 flood-hydrograph stations. Locations of gaging stations are shown in figure 1. A few pertinent stations (not included above) in bordering States are also included in this report. The records were collected and computed by the Water Resources Division of the U.S. Geological Survey under the direction of Charles W. Lane, district chief. These data represent that part of the National Water Data System collected by the U.S. Geological Survey and cooperating State and Federal agencies in Kansas. Beginning with the 1961 water year, streamflow records and related data have been released by the Geological Survey in annual reports on a State-boundary basis. These reports are for limited distribution and are designed primarily for rapid release of data shortly after the end of the water year. Records of discharge and stage of streams, and contents and stage of lakes and reservoirs are published in a series of U.S. Geological Survey water-supply papers entitled, "Surface Water Supply of the United States." Through September 30, 1960, these water-supply papers were in an annual series and since then are in a 5-year series. More information is given under the headings "Publications" on page 6.

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Land subsidence caused by dissolution of salt near four oil and gas wells in central Kansas

Collapse of the overlying strata into voids caused by dissolution of salt is the apparent cause of progressive land subsidence at the sites of several oil wells that were drilled through the salt beds of the Wellington Formation in Kansas. The purpose of this investigation was to determine if data from four sites, shown in figure 1, substantiate the hypothesis that corroded, broken, or improperly sealed casing permitted relatively fresh water from the shallow aquifers to circulate within the salt zone and that the resulting brine solution leaked downward into permeable zones that would accept the fluid under hydrostatic pressure. Strata similar to those penetrated by wells at the four sites (shown in tables 1 and 2) underlie much of central Kansas. Many thousands of oil and gas wells have been drilled through the salt beds, but land subsidence has been reported at few of the sites. Reported sites are near highways, and two well-documented instances of subsidence involve the stability of highway right-of-way. Because many wells have been drilled in remote areas, similar occurrences may remain unreported. The scope of this investigation is limited to the compilation, analysis and interpretation of the available data from four sites shown in figure 1, and the mention of a fifth site. The photograph (fig. 2) shows a deteriorated casing pulled from a well located between Sites 3 and 4 in western Rice County. The casing consists of inner and outer pipes with the annular space between filled with cement. The almost complete failure of the outer pipe is evident. The casing is believed to be from the well in the concrete pit that is in the lower right of the photograph. The pond in the background is a sink that has developed near the well; detailed historical data, however, were unavailable for further study of this site. The investigation was requested by the Energy Research and Develop-ment Administration (formerly U.S. Atomic Energy Commission) as part of a study of bedded salt in Kansas as a repository for radioactive wastes. Data for the report were collected from the files of several Kansas State agencies; the Highway Commission, Department of Health and Environment, Geological Survey, and the Corporation Commission. The author particularly wishes to thank V. A. Burgat and W. K. Taylor of the Highway Commission; B. F. Latta, D. L. Butcher, and M. W. Glotzback of the Department of Health and Environment; and F. W. Wilson of the Geological Survey for information based on personal observations and for resolving apparent contradictions in the available data. The geologic formations that underlie the four sites selected for this study are described in table 1 and information about the oil and gas wells at the sites is given in table 2.

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