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

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Where:
Where:
: <math>K(\theta)</math> = The calculated vertical hydraulic conductivity for the given saturation
: <math>K(\theta)</math> = The calculated vertical hydraulic conductivity for the given saturation
: <math>K_s</math> = The saturated vertical hydraulic conductivity from [[Terrain ground infiltration md (Water Overlay)|Terrain ground infiltration md]].
: <math>K_s</math> = The saturated vertical hydraulic conductivity from [[Terrain hydraulic conductivity md (Water Overlay)|Terrain hydraulic conductivity md]].
: <math>S_e</math> = The effective saturation between 0-1 of the Unsaturated Zone. This is a fraction between Sr (assumed close to zero) and the [[Terrain_water_storage_percentage_(Water_Overlay)|Water storage percentage]].
: <math>S_e</math> = The effective saturation between 0-1 of the Unsaturated Zone. This is a fraction between Sr (assumed close to zero) and the [[Terrain_water_storage_percentage_(Water_Overlay)|Water storage percentage]].
: <math>n</math> = <math>1 / m</math>
: <math>n</math> = <math>1 / m</math>

Latest revision as of 10:44, 13 October 2026

This functionality is currently in BETA.
Read more about Beta features.


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

K(θ)=Ks⋅Se⋅(1−(1−Sen)m)2

Where:

K(θ) = The calculated vertical hydraulic conductivity for the given saturation
Ks = The saturated vertical hydraulic conductivity from Terrain hydraulic conductivity 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

API Endpoints