A vertical sheet pile wall is installed in an anisotropic soil having coefficient of horizontal permeability, 𝑘𝐻 and coefficient of vertical permeability, 𝑘𝑉. In order to draw the flow net for the isotropic condition, the embedment depth of the wall should be scaled by a factor of ______, without changing the horizontal scale.
1
\(\rm \sqrt{\frac{k_H}{k_V}}\)
2
\(\rm \sqrt{\frac{k_V}{k_H}}\)
3
1.0
4
\(\rm {\frac{k_H}{k_V}}\)
5
Question Not Attempted