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Flow is taking place through a layered soil system, having two homogeneous soils M and N, as shown in the figure. The head lost in soil N is 20 times the head lost in soil M.

Tank with water surface at elevation 800 mm feeding through a pipe the bottom of a vertical soil column of area 1000 mm2; soil N fills the column from elevation 0 to 250 mm and soil M from 250 to 400 mm, and the outflow pipe above the column rises to 600 mm

If the permeability of soil M is 3 × 10−4 mm s−1, the permeability of soil N, in mm s−1, will be

  • A.\(4 \times 10^{-4}\)
  • B.\(3 \times 10^{-4}\)
  • C.\(2.5 \times 10^{-5}\)
  • D.\(1.5 \times 10^{-5}\)

Answer: C

The permeability of soil N is \(2.5 \times 10^{-5}\) mm s−1.

The two soils are in series, so the same discharge passes through both and, with the same area, Darcy's law gives equal \(k\,h/L\) in each layer. From the elevations, soil M is 400 − 250 = 150 mm thick and soil N is 250 mm thick:

\[ \begin{aligned} k_{M}\frac{h_{M}}{L_{M}} &= k_{N}\frac{h_{N}}{L_{N}} \\ k_{N} &= k_{M}\frac{h_{M}}{h_{N}}\frac{L_{N}}{L_{M}} \\ &= 3 \times 10^{-4} \times \frac{1}{20} \times \frac{250}{150} \\ &= 2.5 \times 10^{-5} \end{aligned} \]

Ignoring the different thicknesses gives \(1.5 \times 10^{-5}\). Soil N, which loses twenty times the head, must be the less permeable layer, so values equal to or larger than \(k_{M}\) are impossible.

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