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Confined Two-Aquifer System

Neuman and Witherspoon (1969) derived a solution for flow to a pumping well in a confined two-aquifer system that accounts for leakage through a storative confining unit and drawdown in the unpumped aquifer. The Neuman-Witherspoon solution differs from the solution by Hantush and Jacob (1955) which assumes the unpumped aquifer acts as a constant-head boundary and the aquitard releases no water from storage.

Neuman and Witherspoon provided examples to illustrate errors introduced by the limiting assumptions of Hantush-Jacob solution on the estimation of transmissivity (T) for the pumped aquifer. Figure 1 shows a new example using a synthetic data set prepared with the following properties for a confined two-aquifer system:

Pumped Aquifer Aquitard Unpumped Aquifer
T=250,000 gal/day/ft
S=0.0003
r/B=0.3
b=0.1
T'=50,000 gal/day/ft
S'=0.1

This synthetic data prepared using the Neuman-Witherspoon solution include the effects of drawdown in the unpumped aquifer (i.e., a constant-head boundary condition is not assumed) and storage in the aquitard. The match of the Neuman-Witherspoon (1969) solution in Figure 1 shows the "true" response of the pumped aquifer at  the observation well.

NeumanWitherspoonEx1.gif (12898 bytes)
Figure 1.  Drawdown in an observation well in a confined two-aquifer system matched using Neuman-Witherspoon (1969) solution accounting for storage in the confining unit and drawdown in the unpumped aquifer.

Figure 2 shows the Hantush-Jacob (1955) solution matched to the synthetic data set for the confined two-aquifer system. Although the fit of this solution to the data appears satisfactory, the Hantush-Jacob solution overstates the "true" transmissivity of the aquifer by 24%. Other examples presented by Neuman and Witherspoon showed potentially larger errors in the estimates of T when using the Hantush-Jacob solution.

HantushJacobEx1.gif (12394 bytes)
Figure 2.  Drawdown in an observation well in a confined two-aquifer system matched using Hantush-Jacob (1955) solution assuming no storage in the aquitard and no drawdown (constant-head boundary condition) in the unpumped aquifer.

 


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