K - Hydraulic conductivity (L/T)
Vertical K - (L/T), also = K/Anisotropic ratio
Conductance = K * A / L (L^2/T)
A - Flow cross-section area, L - Flow distance
Vcont (Vertical conductance) = Vertical K / L (1/T) (Also called leakance)
L - vertical distance
Effective leakance = 1/[sum(1/Vcont_i)], i = 1, n effective leakance of n layers
Transmissivity = K * aquifer thickness (Top - Bot) (L^2/T)
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