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

  1. $\sqrt{\dfrac{k_z}{k_x}} \\$
  2. $\sqrt{\dfrac{k_x}{k_z}} \\$
  3. $\dfrac{k_x}{k_z} \\$
  4. $\dfrac{k_z}{k_x}$
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