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

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{{article end
{{article end
|notes=* This is still BETA functionality, disabled by default (value=0).  
|notes=* This is still BETA functionality, disabled by default (<code>0</code>).  
|seealso=
|seealso=
* [[Ground infiltration formula (Water Overlay)]]
* [[Ground infiltration formula (Water Overlay)]]

Revision as of 15:48, 16 December 2025

Set this attribute to 1 and this can be done via the Van Genuchten-Mualem formula:

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

Where:

K(theta) = Is the calculated vertical hydraulic conductivity for the given saturation theta (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 (0).

How-to's

See also