Soil water retention curve (Water Overlay): Difference between revisions

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This can be done via the Van Genuchten-Mualem formula:
This can be done via the Van Genuchten-Mualem formula:
: <math>K() = Ks \cdot \sqrt{Se} \cdot (1 - ( 1 - Se^n )^m )^2</math>
: <math>K(t) = Ks \cdot \sqrt{Se} \cdot (1 - ( 1 - Se^n )^m )^2</math>
Where:
Where:
: <math>K(t)</math> = Is the calculated vertical hydraulic conductivity for the given saturation t (greek: θ)
: <math>K(t)</math> = Is the calculated vertical hydraulic conductivity for the given saturation t (greek: θ)

Revision as of 15:45, 16 December 2025

This can be done via the Van Genuchten-Mualem formula:

K(t)=KsSe(1(1Sen)m)2

Where:

K(t) = Is the calculated vertical hydraulic conductivity for the given saturation t (greek: θ)
Ks = Is the saturated vertical hydraulic conductivity from Terrain ground infiltration md.
Se = Is 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 (value=0).
  • For Van Genuchten-Mualem select 1.

How-to's

See also