A sheet pile has an embedment depth of $12 \mathrm{~m}$ in a homogeneous soil stratum. The coefficient of permeability of soil is $10^{-6} \mathrm{~m} / \mathrm{s}$. Difference in the water levels between the two sides of the sheet pile is $4 \mathrm{~m}$. The flow net is constructed with five number of flow lines and eleven number of equipotential lines. The quantity of seepage (in $\mathrm{cm}^{3} / \mathrm{s}$ per $\mathrm{m}$, up to one decimal place) under the sheet pile is

A sheet pile has an embedment depth of $12 \mathrm{~m}$ in a homogeneous soil stratum. The coefficient of permeability of soil is $10^{-6} \mathrm{~m} / \mathrm{s}$. Difference in the water levels between the two sides of the sheet pile is $4 \mathrm{~m}$. The flow net is constructed with five number of flow lines and eleven number of equipotential lines. The quantity of seepage (in $\mathrm{cm}^{3} / \mathrm{s}$ per $\mathrm{m}$, up to one decimal place) under the sheet pile is

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