Skip to main content

Confined and unconfined aquifers

Short answer

A confined aquifer is a pressurized layer between impervious strata; an unconfined aquifer has a free water table. From a steady-state pumping test with two observation wells: confined, k = (q ln(r2/r1))/(2π b (h2-h1)); unconfined, k = (q ln(r2/r1))/(π (h2^2 - h1^2)).

What are confined and unconfined aquifers? Write down the equations for finding the coefficient of permeability in these aquifers.

Confined aquifer (artesian): a water-bearing layer of thickness bb lying between two impervious layers. The water in it is under pressure, so the piezometric level stands above the top of the aquifer.

Unconfined aquifer (water table aquifer): a pervious layer with a free water table as its upper boundary, resting on an impervious layer. Water is at atmospheric pressure at the table.

  Confined                 Unconfined
  ~~~~ piezometric         ~~~~ water table
  ==== impervious          ....
  aquifer  b               aquifer
  ==== impervious          ==== impervious

Equations from a pumping test

Let a well discharge qq at steady state, with two observation wells at radial distances r1r_1 and r2r_2 having water levels (heads above the impervious base) h1h_1 and h2h_2.

Confined aquifer:

k=q ln⁡(r2/r1)2π b (h2−h1)=2.303 q log⁡10(r2/r1)2π b (h2−h1)k = \frac{q\,\ln(r_2/r_1)}{2\pi\,b\,(h_2 - h_1)} = \frac{2.303\,q\,\log_{10}(r_2/r_1)}{2\pi\,b\,(h_2 - h_1)}

Unconfined aquifer:

k=q ln⁡(r2/r1)π (h22−h12)=2.303 q log⁡10(r2/r1)π (h22−h12)k = \frac{q\,\ln(r_2/r_1)}{\pi\,(h_2^2 - h_1^2)} = \frac{2.303\,q\,\log_{10}(r_2/r_1)}{\pi\,(h_2^2 - h_1^2)}

✓ Answer checked by Claude Opus 5.5 (high effort)

All Soil Mechanics chapter 6 questions →