Geology topics
Research about Nebraska
Source-linked reports with geographic coverage including Nebraska.
A statistical analysis of the quality of surface water in Nebraska
This report provides descriptive statistics for 29 chemical or biological constituents for 109 stream sites in Nebraska sampled by the U.S. Geological Survey beginning in 1946. Also provided for each site are regression equations relating specific conductance to each of 12 chemical constituents and a regression equation relating specific conductance to stream discharge. The descriptive statistics are presented by river basins. Water leaving these basins that has the lowest mean specific conductance (266 umho/cm) is from the Niobrara River at Verdel, and water that has the highest (1,890 umho/cm) is from the South Platte River at Roscoe. Statewide, the principal cations in streamflow are calcium and sodium, and the principal anions are bicarbonate and sulfate. Calcium and bicarbonate usually predominate where mean specific conductance is less than 1,000 umho/cm, and sodium and sulfate predominate where the mean exceeds 1,000 umho/cm. Based on regression equations, dissolved solids, hardness, calcium, magnesium and bicarbonate, with some exceptions, correlate well with specific conductance for all stream sites. Illustrations of how regression equations may be used to estimate water quality of streamflow are given and are compared with values from actual analyses.
Investigation of artificial recharge of aquifers in Nebraska
Large withdrawals of ground water for irrigation are causing progressive declines of ground-water levels in some areas of Nebraska. An investigation was conducted to determine the technical feasibility of artificially recharging aquifers through wells and through surface spreading by means of impoundments, pits, and canals. Information gained from a literature search and from preliminary tests was used to design several artificial-recharge experiments. The experiments showed that large quantities of water can be recharged through wells and by surface spreading if conditions are favorable. In the well experiments, about 0.5 billion gallons of water from an aquifer recharged by the Platte River was transported 3 miles by pipeline and recharged through a well into a Pleistocene sand and gravel aquifer near Aurora where ground-water levels are declining. The recharge rate was about 730 gallons per minute during two tests of 6 and 8 months duration. The rise in ground-water levels due to recharge extended more than a mile from the recharge well in both tests. The pattern of ground-water-level buildup during the 8-month test was similar to that during the 6-month test. Two-thirds of the way through the test the rate of water-level buildup in the recharge well increased greatly because casing failure allowed a large amount of sediment to enter the well. Although the chemical quality of the recharge water was markedly different from that of the native aquifer water, no evidence of clogging due to chemical reaction was detected; also, there was no evidence of clogging due to air entrainment or bacterial growth. Evaluation of water-level changes in the recharge well and in observation wells during the 6-month test indicated some clogging of the aquifer in the immediate vicinity of the recharge well due to a small amount (0.04 milligram per liter) of fine sediment in the recharge water. Analysis of water-level buildup in the recharge well during the 6-month test indicated that recharge could have continued at a rate of about 700 gallons per minute for several years before rehabilitation of the recharge well would have been necessary. In surface-spreading experiments, the maximum sustained infiltration rates from a 24-foot-diameter ring infiltrometer set in loess at the well-recharge site near Aurora were about 0.5 foot per day during a 140day test. The recharge water caused water levels in a perched zone of saturation at depths between 36 and 38 feet to rise 15 feet, to within 21 feet of the surface, indicating that if the test had continued or if the impoundment area had been larger, the water level in the perched zone of saturation might have risen to the surface thereby reducing the infiltration rate. The maximum sustained infiltration rate from a similar experiment in the Sand Hills near Tryon was 11 feet per day. Perching layers also retarded downward infiltration and caused lateral movement of water in the subsurface at this site. Infiltration rates from re-use pits near the Aurora site ranged from 0.01 to 1.60 feet per day, indicating that the permeability of the subsurface material is extremely variable and that perching layers probably are absent in some areas. Flow measurements in an irrigation canal excavated in loess near Farwell indicate an infiltration rate of 0.36 foot per day from a 2.7mile reach.
Artificial-recharge investigation near Aurora, Nebraska: 2-year progress report
This report presents the results of the first 2 years of a 4-year investigation of potential for artificial recharge and recharge methods that might be used to mitigate excessive aquifer depletion in Nebraska. A Quaternary sand-and-gravel aquifer near Aurora, Nebr., was recharged by injecting water through a well at a rate of approximately 730 gallons per minute for nearly 6 months. Total recharge was 530 acre-feet. Recharge was intermittent during the first 2 months, but was virtually continuous during the last 4 months. Buildup of the water level in the recharge well was 17 feet. The rate of buildup indicates that the well could have accepted water by gravity flow at more than 3,000 gallons per minute for at least 1 year. The cause of a continuing slow rise in water levels in the recharge well in contrast to nearly stable water levels in observation wells as close as 10 feet from the recharge well is as yet uncertain. The recharge water and the native ground water appeared to be chemically compatible. Infiltration rates from 24-foot-diameter surface impoundments ranged from 0.04 to 0.66 feet per day. The higher rates may have resulted in part from leakage down incompletely sealed holes that were drilled to install monitoring equipment. The investigation, including a report on the entire project, is scheduled for completion by 1980.
Simulated changes in ground-water levels and streamflow resulting from future development (1970 to 2020) in the Platte River basin, Nebraska
Future changes in ground-water levels and streamflow caused by a limited set of water-resources development conditions were simulated with digital models of stream-aquifer systems within the Platte River Basin, Nebraska. Simulated water-resources use in the basin included private development of ground water for irrigation, Federal development of surface-water systems for irrigation, and development of ground water to supply municipal demands of Lincoln and Omaha. Simulated future conditions indicate that significant permanent declines in ground-water levels and streamflows may occur as a result of private development of ground water for irrigation. The largest simulated declines in ground-water levels were more than 80 feet by the year 2020 in upland areas in the Elkhorn and Middle Platte subbasins under conditions of rapid development of all irrigable lands. Simulated depletion of perennial streamflows by ground-water withdrawals indicated that future surface-water supplies may be limited in parts of the basin. Simulated depletions to major streams exceeded 60 percent of average perennial flow in the Elkhorn subbasin under conditions of rapid private development of ground water for irrigation. Simulations that evaluated the effects of combined private groundwater development with proposed Federal development of surface water for irrigation showed that in the project areas, ground-water level declines were reduced compared to "without project" conditions. In some project areas, simulated ground-water levels rose with the application of surface water in excess of consumptive-use requirements and soil-moisture storage capacities. The ground-water level rises would lead to waterlogged conditions in parts of the Middle Platte subbasin. The accuracy of the models developed in this study would be improved most by collection of additional data on ground-water withdrawals and storage properties at the aquifer.
Ground-water availability in the Hayes-Red Willow, Frenchman, and Meeker-Driftwood irrigation districts, southwest Nebraska
Surface-water supplies are diminishing in the Hitchcock-Red Willow and Frenchman Valley Irrigation Districts in southwest Nebraska. Stream depletions due to ground-water withdrawals upstream from Enders Reservoir (northwest of the study area) have resulted in a shortage of about 8,700 acre-feet per year. The availability of ground water to supply part of this deficit was examined. Two surficial aquifers that are currently economical to develop were investigated. The Ogallala aquifer of late Tertiary age which underlies all the area except the major stream valleys has a hydraulic conductivity averaging less than 200 gallons per day per square foot. Hydraulic conductivities and saturated thicknesses are greater north of and parallel to the Republican River from McCook to Culbertson. The most productive aquifer comprises alluvial deposits of Pleistocene and Holocene age which occupy the valleys of the Republican River and Frenchman Creek. Saturated thickness of this aquifer averages 5O feet, and hydraulic conductivity averages 1,000 gallons per day per square foot. The two aquifers are hydraulically connected except where the bedrock surface on both sides of the Republican River valley is higher than the water levels in the aquifers. Canal seepage and deep percolation have caused water levels to rise as much as 20 feet in the Hitchcock-Red Willow and Frenchman Valley Irrigation Districts north of the Republican River and as much as 40 feet in the Meeker-Driftwood Irrigation District south of the River. Streamflow accretions from ground water have not increased significantly on Frenchman, Blackwood, or Driftwood Creeks. Ground-water inflow to the Republican River has increased about 6 cubic feet per second between Trenton and McCook. A digital model of the stream aquifer system was used to simulate the pre-1976 hydrology and assess future conditions for two supply-well configurations as well as for existing private irrigation wells. The first supply-well configuration could sustain less than 37 percent of the well-field capacity of 5,970 acre-feet per year. Projected maximum stream depletions were 12 cubic feet per second on Frenchman Creek and 4 cubic feet per second on Blackwood Creek. The second supply-well configuration could sustain 79 percent of the well-field capacity of 2,780 acre-feet per year. Simulated stream depletions were less than 5 percent of mean annual flow at the end of 19 years. Model simulation indicated that existing wells could supply consumptive-irrigation requirements to district lands for at least 19 years, with well failures limited to areas in the Meeker-Driftwood District where the aquifer is thin.
Nebraska water data programs for 1978
Projects of the Water Resources Division, U.S. Geological Survey, and of State agencies represented by members of the Nebraska Water Data Coordinating Committee are described. The committee members represent the Nebraska Department of Water Resources, Nebraska Department of Environmental Control, Nebraska Department of Health, Conservation and Survey Division of the University of Nebraska-Lincoln, Nebraska Water Resources Center of the University of Nebraska, Nebraska Natural Resources Commission, and Nebraska Game and Parks Commission. Current measuring sites are listed. Indexes to streamflow records and flood-prone area maps and a list of recently published reports also are included. Sources of water-related information are given with names, addresses, and telephone numbers.
Quantitative hydrogeology of the Upper Republican Natural Resources District, southwest Nebraska
Ground-water use for irrigation from the Ogallala Formation }'as in-creased rapidly in the Upper Republican Natural Resources District in southwest Nebraska. Water levels declined as much as 16 feet between 1952 and 1975. Discharge of the aquifer to streams was reduced by as much as 19 percent between 1967 and 1975. Quantification of the hydrogeologic system was provided by the development, testing and use of simulation models describing the soil zone and ground-water/surface-water system. Models were linked through source-sink terms. The ground-water/surface-water model was used.to predict changes in water levels and streamflow caused by unrestricted irrigation-well installation and by no new wells after 1975. Water levels may decline as much as 140 feet in two areas by 2000 if installation of new wells is unrestricted. By 2000, water-level declines o-er the remainder of the area would be less than 60 feet under continued development and less than 40 feet with no new wells after 1975. The base flow of Frenchman, Stinking Water, and Spring Creeks coulA be reduced by more than.90 percent with no new well and eliminated by 1992 under continued development.
Predictive analyses of ground-water discharges in the Willow Creek Watershed, northeast Nebraska
Ground-water discharge to Willow Creek, which drains a 204 mi 2 watershed in northeast Nebraska was predicted for six combinations of conditions of climate and ground-water development. A digital model of the ground water/surface-water system was stressed with recharge and withdrawal functions determined from a linear reservoir model of the soil zone. The geohydrologic system includes a regional aquifer which containssand and gravel ranging in age from Pliocene through Pleistocene. The regional aquifer is unconfined in the western part of the watershed and confined in the eastern part. The confining layer, or blue clay, in the east is of Pleistocene age and comprises principally saturated eolian silts with very fine sand interbeds overlying a basal lacustrine clay. Where unconfined conditions exist in the regional aquifer, perennial flow of Willow Creek is sustained principally by ground-water discharge. Where confined conditions exist, the low hydraulic conductivity of the blue clay effectively isolates the regional aquifer from Willow Creek. The stream-aquifer models were tested by comparing simulated against measured water levels and streamflow during 1975 and 1976. Agreement between simulated and observed values was obtained by modifying initial estimates of aquifer hydraulic conductivity and specific storage. Future ground-water discharge to Willow Creek (base flow) was simulated by super-imposing different patterns of ground-water withdrawals upon variations from average recharge for a monthly climatic sequence identical with the period 1931 to 1954. Frequency analyses of the simulated monthly base flows showed that they would be less than 12 feet 3 per second at least 50 percent of the time under all but completely undeveloped conditions. Simulated water-level declines in the regional aquifer at the end of the pumping season after a drought period similar to that of the 1930's were less than 5 feet where unconfined conditions exist and were more than 80 feet where confined conditions exist.
History of irrigation and characteristics of streamflow in Nebraska, part of the North and South Platte River basins
More than 80 years of streamflow records have been collected in Nebraska. Such records are essential in planning water developments and managing water resources. Their value can be enhanced if the records are analyzed statistically. This report presents statistics on the flow of streams in the North and South Platte River basins. Major irrigation projects have been constructed in the basins since gaging of streams was begun, and the records of stream discharge at gaging stations show the effects on streamflow of those developments. Streamflow records presented in this report were computed from data that represent 1973 conditions. All reservoirs on the North Platte River above Lake McConaughy are in Wyoming. The operation of those reservoirs and irrigation projects has a direct effect on the characteristics of streamflow in the Nebraska part of the basin. A brief description of the present river system is presented.
Changes in the water supply in the Upper Republican Natural Resources District, Southwest Nebraska, from 1952-75
Use of ground water for irrigation has increased rapidly in the Upper Republican Natural Resources District in southwestern Nebraska in recent years. The principal aquifer being developed is composed of saturated sand and gravel of the Ogallala Formation of Tertiary age. Water-level declines of as much as 16 feet (4.9 metres) have occurred. Base flow of major streams draining the aquifer was reduced by as much as 19 percent between 1967 and 1975. Recoverable ground water in storage was reduced by about 1 percent. Net withdrawal of ground water in 1975 was about 250,000 acre-feet (308 million cubic metres), compared with an estimated recharge from precipitation of 176,000 acre-feet (217 million cubic metres). Water levels and streamflow will continue to decline if ground-water withdrawals continue at or greater than the 1975 rate.
Magnitude and frequency of floods in Nebraska
Estimates of flood characteristics with recurrence intervals up to 100 years can be obtained at most sites in Nebraska by use of techniques presented in this report. Instructions, equations, and graphs are presented to aid the design engineer in estimating the magnitude and frequency of floods. For natural-flow streams, the estimating equations and graphical solutions are based on regional relations between floods of a specific return period and selected basin characteristics. Nebraska was subdivided into five hydrologic regions by means of regressions and residuals from the regressions. The boundaries of Regions 1 and 2 were determined to a great extent by differences in soil type. The divisions between Region 2 and Region 4 were also determined by differences in soil type. Boundaries of Region 3 and Region 5 are along or near basin divides. Flood magnitude and frequency solution diagrams are presented for major controlled streams such as the North Platte, South Platte, Platte, and Republican Rivers. Flood information on small controlled streams is limited to available station data. Flood characteristics are tabulated for 303 gaging stations having 13 or more years of record. These flood characteristics provide the best information on floods at these gaged sites. Observed maximum flood peaks at 303 gaging stations with 13 or more years of record and significant peaks at 57 short-term stations and 31 miscellaneous sites are useful in designing flood-control works for maximum safety from flood damage. Comparison is made with maximum observed floods in the United States.
History of irrigation and characteristics of streamflow in northern Nebraska
Five streams drain the northern part of Nebraska and are tributaries to the Missouri River above Yankton, S. Dak. This report presents statistical data at 29 gaging sites on four of the streams, namely, White River, Ponca Creek, Niobrara River, and Bazile Creek. The fifth stream, Hat Creek, drains a small area in the extreme northwest corner of the State. Because there are no gaging stations on Hat Creek in Nebraska, only the description of the basin is included. The only station on Hat Creek is near Edgemont, S. Dak., and it does not reflect streamflow characteristics in Nebraska. Two major irrigation projects have been constructed in the Niobrara River basin since gaging of streamflow began, therefore the complete record of water discharge at some gaging stations includes periods before and after streamflow was affected by diversions to upstream projects. The Whitney Irrigation Project was in operation on the White River before streamflow records were obtained. Streamflow records presented in this report have been computed from data that represent 1974 conditions of development and water use.