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Oklahoma Comprehensive Water Plan


Groundwater Studies

Current Studies

Rush Springs

Rush-Springs Aquifer MapNewsletter
The Rush Springs aquifer, which occurs primarily in western Oklahoma, is comprised of the Permian-age Rush Springs and Marlow Formations. The Rush Springs Formation is a massive fine-grained poorly cemented sandstone with some interbedded dolomite, gypsum, and shale. The Marlow Formation is composed of interbedded sandstones, siltstones, mudstones, gypsum-anhydrite, and dolomite. Water is not produced from the Marlow Formation as it acts as a confining unit that retards downward movement of the groundwater. Aquifer thickness ranges from less than 200 feet in the south to about 330 feet in northern areas and is generally less than 250 feet thick through the central part of the aquifer.

The aquifer is used primarily for irrigation, but it also supplies water for industrial, municipal, and domestic use. Most groundwater withdrawn from the Rush Springs aquifer is in Caddo County. Wells commonly yield 25 to 400 gpm while some irrigation wells are reported to exceed 1,000 gpm. Yields from the Marlow Formation are much smaller than from the Rush Springs Formation.

Water from the Rush Springs aquifer tends to be very hard yet suitable for most uses. Levels of dissolved solids are generally less than 500 mg/L. Nitrate, sulfate, and arsenic concentrations exceed drinking water standards in some areas, limiting its use for drinking water.

North Canadian A & T - 20 year update

North Fork of Red River A&T
Canadian River A&T
Elk City Sandstone

Enid Isolated Terrace

Arbuckle-Simpson Study

What is an Aquifer?

Hydrologic Investigations

taking water levels

The first step in any hydrologic investigation is characterization of the resource. Initially, upper, lower, and lateral boundaries of the groundwater basin are determined, and then aquifer properties—such as saturated thickness, hydraulic conductivity (ft/day), transmissivity (ft²/day), specific yield, and storage coefficient—are determined to understand the storage and yield capacity of the basin. Groundwater basins are dynamic; aquifers adjust constantly to short-term and long-term changes in climate, groundwater withdrawals, and land uses. Thus, the amount of water entering the basin (recharge) and the amount of water leaving the basin (discharge) are also important factors in the evaluation of groundwater availability.

Hydrogeologists use a variety of methods to estimate aquifer parameters, recharge, discharge, and water quality of the basins. These include physical measurements, such as water levels in wells, stream flow measurements, aquifer pumping tests, tracer tests, and water quality sampling. Other methods are indirect such as developing water budgets and utilizing computer groundwater flow models. Computer models enhance our understanding of current conditions as well as assist in the prediction of aquifer response to future climatic or land use changes.

Groundwater Allocation

Consistent with state law, the OWRB conducts maximum annual yield (MAY) studies to determine amounts of water that may be withdrawn from Oklahoma's groundwater basins by permitted water users. The resulting figure is considered to be the amount of water that can be safely withdrawn from an aquifer to ensure a minimum basin life of 20 years.

To arrive at a basin's MAY, investigators map the total land overlying the basin-often divided into sub-basins for yield determinations-and estimate the amount of water in storage. Next, they determine the rate of natural recharge and total discharge, transmissivity, and potential for pollution from natural sources. The balance of the available water is then allocated proportionately to each acre of land overlying the basin. Prior to final consideration of this prorated amount, hearings are held to allow public input to be included into the determinations.

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Page last updated: March 26, 2014

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