Soil water retention curve (Water Overlay)

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When this attribute is set to 1, the vertical hydraulic conductivity is calculated using the Van Genuchten-Mualem formula:

K(θ)=KsSe(1(1Sen)m)2

Where:

K(θ) = The calculated vertical hydraulic conductivity for the given saturation
Ks = The saturated vertical hydraulic conductivity from Terrain ground infiltration md.
Se = The effective saturation between 0-1 of the Unsaturated Zone. This is a fraction between Sr (assumed close to zero) and the Water storage percentage.
n = 1/m
m = Van Genuchten Soil parameter.

Notes

  • This is still BETA functionality, disabled by default (0).

How-to's

See also