In a variable head permeability test, the relationship between heads is given by:
\(h2 = \sqrt{h_1h_3}\)
This is derived from the logarithmic decay of the head, where equal time intervals result in a
geometric mean relationship for successive heads.
Consider a soil sample where the following parameters are defined:
If the moisture content (\(w\)) of the soil increases, which of the following statements regarding the soil suction head (\(S\)) and hydraulic conductivity (\(K\)) is correct?