Search USGS⌕ Search

SEARCH · Search USGS

Results for “Water Supply Paper”

Search indexed USGS publications on groundwater, aquifers, geologic maps, mineral resources and earthquakes. Explore source records by subject and place.

Quote a phrase for an exact phrase match. Source license links do not imply unrestricted reuse.

At least 919 records · Page 51Linked to original sources
USGS1961

Ground-water resources of Olmsted Air Force Base, Middletown, Pennsylvania

Olmsted Air Force Base is underlain by the Gettysburg shale of Triassic age. The Gettysburg shale at the Air Force Base consists of interbedded red sandstone, siltstone, and shale. The average strike of the strata is N. 43° E., and the strata dip to the northwest at an average angle of 26°. The transmissibility of known aquifers in the warehouse area of the Air Force Base is low. Therefore, wells in the warehouse area have low specific capacities and yield only small supplies of water. Wells on the main base, however, yield relatively large supplies of water because the transmissibilities of the aquifers are relatively high. Pumping tests in the warehouse area and the eastern area of the main base indicated the presence of impermeable boundaries in both areas. Pumping tests in the central and western parts of the main base revealed that the Susquehanna River probably is acting as a source of recharge (forms a recharge boundary) for wells in those areas. Data obtained during this investigation indicate that additional supplies of ground water for Olmsted Air Force Base could best be obtained from the western part of the main base.

Water Supply Paper↗
USGS1963

Geology and ground-water resources of the Lake Dakota Plain area, South Dakota

The Lake Dakota plain area is a nearly flat surface that includes parts of Spink, Brown, Marshall, and Day Counties in northeastern South Dakota. Agriculture is the principal occupation. Because precipitation often is insufficient for maximum crop production, the U.S. Bureau of Reclamation has developed a plan for irrigation of the area. Most of the irrigation water would be conveyed by canal from a reservoir on the Missouri River, about 100 miles to the west, but some would be obtained locally from the James River. The surface of the Precambrian rocks, which underlie the area at a depth of 1,200 to 1,500 feet, is the lower limit to which water wells are drilled. Most of the producing wells in the area tap the Dakota sandstone, which has an average thickness of about 400 feet and rests on the Precambrian rocks. The Dakota is not recharged locally; water percolates into the Lake Dakota plain area principally from areas of recharge to the west. Because the aggregate discharge from wells tapping the Dakota exceeds the estimated rate of lateral percolation into the area, some of the discharged water probably is derived from storage. Although the artesian pressure is still sufficient to cause wells to flow, it is much less now than it was when the first wells were drilled in the 1880's. Water from the Dakota is highly mineralized; the specific conductance of water from 71 wells ranged from 2,590 to 4,380 micromhos per centimeter. Most of the water was of the sodium sulfate type and was soft. By recognized standards the water is chemically unsuitable for most uses, but for many years it has been the principal source of supply both on farms and in the municipalities. Use of the water for irrigation is reported to have made the soil unproductive. The Dakota is overlain by younger Cretaceous rocks aggregating 700 to 800 feet in thickness. These rocks, which consist of shale and limestone, generally are too nearly impermeable to be a source of water supply. Unconsolidated deposits of Quaternary age mantle the Cretaceous rocks. Although they consist mostly of material that is too fine grained to yield water freely to wells, the Quaternary deposits contain bodies of moderately to highly permeable material that yield water copiously. Such bodies may be located only by exploratory drilling or, possibly, geophysical methods. The water differs widely in amount of mineralization and in chemical composition; the specific conductance of water from 322 wells ranged from 246 to 13,300 micromhos per centimeter. In most of the report area the water is of unsuitable quality for irrigation and domestic use. The principal source of recharge to the Quaternary deposits is infiltrating precipitation. Evapotranspiration accounts for nearly all the water discharged; the amount of water discharging into stream channels and withdrawn from wells is almost negligible by comparison. Irrigation of the area would increase the rate of recharge to the Quaternary deposits and would cause the water table to rise. Probably it would also cause an increase in the concentration of dissolved minerals in much of the ground water. Artificial drainage would be necessary to prevent waterlogging of cropland.

South Dakota↗
USGS1963

Geology and ground-water resources of Hale County, Texas

Hale County, in the southern High Plains of Texas, has an area of 1,033 square miles. The land surface is one of low relief, and the regional slope is about 10 feet per mile toward the southeast. Surface runoff drains into numerous playa lakes and two intermittent streams: Running Water Draw and the Double Mountain Fork of the Brazos River. The Ogallala formation of Tertiary age is the principal water-bearing formation in the county. The Ogallala lies on red beds of Triassic age throughout most of the county and on rocks of Cretaceous age in approximately the southern fifth of the county. The Triassic and underlying Permian rocks are not fresh water bearing in the county. The Cretaceous rocks, on the other hand, are in direct hydraulic connection with the Ogallala, and a few wells tapping them yield large quantities of water from cracks and solution channels in the limestones. The Ogallala formation is overlain by thin deposits of sand, gravel, silt, and clay of Pleistocene and Recent age. These younger rocks are, for the most part, above the water table and, consequently, are not water bearing. The water in the Ogallala formation occurs principally as unconfined water in layers and lenses of sand and gravel. The hydraulic properties of the Ogallala were determined by a long-term aquifer test at Plainview, where coefficients of transmissibility ranging from 24,000 to 38,000 gpd per foot were measured. The coefficient of storage was determined to be about 0.14. The aquifer is recharged from precipitation in Hale County and in the southern High Plains northwest of the county. The water moves generally southeastward at about 2 inches a day. Ground water in Hale County is used principally for irrigation. In 1955 more than 3,700 wells were used to irrigate 470,000 acres; about 560,000 acre-feet of water was pumped. About 5,000 acre-feet was pumped for other purposes, including municipal, industrial, stock, and domestic uses. The water in the Ogallala formation in Hale County is suitable chemically for irrigation and most other uses; however, it should be softened for more satisfactory domestic use. The high silica content indicates that the water may be unsuitable for use in boilers. The fluoride content is excessive. It is estimated that in 1955 about 39 million acre-feet of water was in storage in the Ogallala formation in Hale County; however, only about 16 million is theoretically available to wells, and a somewhat smaller amount is practically available. About 3 million acre-feet was removed from storage during 1938-55. Water levels in wells have declined more or less steadily since 1938, and it is apparent that the ground-water resources of the county are insufficient to support large-scale perennial irrigation such as that of 1955.

Water Supply Paper↗
USGS1960

Residue method for common minor elements

A spectrographic method is described for the quantitative analysis of many minor elements in natural water. The excitation of the water residue using a direct-current arc provides a method for the detection of elements present in very low concentrations. The concentration of the elements is determined in percent of the dry residue. The results are readily expressed in parts per million by multiplying the determined percent concentration of an element by the dissolved solids content of the water sample. The method is flexible and can be applied to the analysis of water of variable composition and dissolved-solids content.

Water Supply Paper↗