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Digital data sets that describe aquifer characteristics of the Rush Springs aquifer in western Oklahoma
This data set consists of digitized polygons of constant
recharge values for the Rush Springs aquifer in western
Oklahoma. This area encompasses all or part of Blaine, Caddo,
Canadian, Comanche, Custer, Dewey, Grady, Stephens, and
Washita Counties. For the purposes of modeling the
ground-water flow in the Rush Springs aquifer, Mark F. Becker
(U.S. Geological Survey, written commun., 1997) defined the
Rush Springs aquifer to include the Rush Springs Formation,
alluvial and terrace deposits along major streams, and parts
of the Marlow Formations, particularly in the eastern part of
the aquifer boundary area.
The Permian-age Rush Springs Formation consists of highly
cross-bedded sandstone with some interbedded dolomite and
gypsum. The Rush Springs Formation is overlain by
Quaternary-age alluvial and terrace deposits that consist of
unconsolidated clay, silt, sand, and gravel. The Rush Springs
Formation is underlain by the Permian-age Marlow Formation
that consists of interbedded sandstones, siltstones,
mudstones, gypsum-anhydrite, and dolomite beds (Mark F.
Becker, written commun., 1997). The parts of the Marlow
Formation that have high permeability and porosity are where
the Marlow Formation is included as part of the Rush Springs
aquifer.
The Rush Springs aquifer underlies about 2,400 square miles of
western Oklahoma and is an important source of water for
irrigation, livestock, industrial, municipal, and domestic
use. Irrigation wells are reported to have well yields greater
than 1,000 gallons per minute (Mark F. Becker, written
commun., 1997).
Mark F. Becker created some of the recharge data set by
digitizing parts of previously published surficial geology
maps. There are 87 recharge rates, ranging from 0.09 to 3.20
inches per year, used by Mark F. Becker (written commun.,
1997) to simulate the ground-water flow in the Rush Springs
aquifer. The average estimated recharge is about 2 inches per
year or about 7 percent of the average annual
precipitation. The recharge rates were based on stream
discharge measured at sites in drainage basins in the Rush
Springs study area during low-flow periods in March 1989 and
February 1991 (Mark F. Becker, written commun., 1997).
Ground-water flow models are numerical representations that
simplify and aggregate natural systems. Models are not unique;
different combinations of aquifer characteristics may produce
similar results. Therefore, values of recharge used in the
model and presented in this data set are not precise, but are
within a reasonable range when compared to independently
collected data.
Complete Metadata
| @id | http://datainventory.doi.gov/id/dataset/c5bf3f6e3615378a83560d9282d8e80e |
|---|---|
| bureauCode |
[ "010:12" ] |
| identifier | USGS:7e60fd4f-96ae-4722-8ab0-b70b708d6144 |
| spatial | -99.1005,34.6004,-97.806,36.0747 |
| theme |
[ "geospatial" ] |