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Neuman-Witherspoon
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Neuman-Witherspoon Solution for Confined Two-Aquifer Systems with Leakage

Description

A mathematical solution by Neuman-Witherspoon (1969) is useful for determining the hydraulic properties of leaky aquifer systems (transmissivity and storage coefficient of the pumped aquifer; vertical hydraulic conductivity and storage coefficient of aquitard; and transmissivity and storage coefficient of the unpumped aquifer). Analysis involves matching the solution to water-level displacement data collected during a pumping test. Observation wells may be screened in the pumped aquifer, unpumped aquifer or aquitard.

Unlike the Hantush-Jacob (1955) and Hantush (1960) solutions for leaky aquifers, the Neuman-Witherspoon (1969) solution accounts for drawdown in the unpumped aquifer. Neuman and Witherspoon showed that the assumption of no drawdown in the unpumped aquifer (i.e., a constant head boundary condition) can lead to significant errors when estimating the hydraulic properties of the pumped aquifer.

Neuman-Witherspoon With RecoveryAQTESOLV for Windows provides visual and automatic methods for matching the Neuman-Witherspoon solution to pumping test data. This easy-to-use and intuitive software promotes rapid and accurate determination of aquifer properties.

Assumptions

The following assumptions apply to the use of the Neuman-Witherspoon solution:

bulletaquifer has infinite areal extent
bulletaquifer is homogeneous, isotropic and of uniform thickness
bulletaquifer potentiometric surface is initially horizontal
bulletpumping well is fully penetrating
bulletflow to pumping well is horizontal
bulletaquifer is leaky
bulletflow is unsteady
bulletwater is released instantaneously from storage with decline of hydraulic head
bulletdiameter of pumping well is very small so that storage in the well can be neglected
bulletconfining bed has infinite areal extent, uniform vertical hydraulic conductivity and storage coefficient, and uniform thickness
bulletflow in the aquitard is vertical

Solution Options

AQTESOLV for Windows provides the following options for the Neuman-Witherspoon solution:

bulletvariable pumping rates
bulletmultiple pumping wells
bulletmultiple observation wells

References

Neuman, S.P. and P.A. Witherspoon, 1969. Theory of flow in a confined two aquifer system, Water Resources Research, vol. 5, no. 4, pp. 803-816.


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Last Modified: 22 July 2010