An anisotropic soil deposit has coefficient of permeability in vertical and horizontal directions as kz and kx, respectively. For constructing a flow net, the horizontal dimension of the problem’s geometry is transformed by a multiplying factor of

1
\(\frac{{{k_z}}}{{{k_x}}}\)
2
\(\frac{{{k_x}}}{{{k_z}}}\)
3
\(\sqrt {\frac{{{k_z}}}{{{k_x}}}} \)
4
\(\sqrt {\frac{{{k_x}}}{{{k_z}}}}\)
5
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