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

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: <math>Ks</math> = Is the saturated vertical hydraulic conductivity from [[Terrain ground infiltration md (Water Overlay)|Terrain ground infiltration md]].
: <math>Ks</math> = Is the saturated vertical hydraulic conductivity from [[Terrain ground infiltration md (Water Overlay)|Terrain ground infiltration md]].
: <math>Se</math> = Is 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>Se</math> = Is 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>n = 1 / m</math>
: <math>n</math> = <math>1 / m</math>
: <math>m</math> = [[Terrain_van_genuchten_m_(Water_Overlay)|Van Genuchten Soil parameter]].
: <math>m</math> = [[Terrain_van_genuchten_m_(Water_Overlay)|Van Genuchten Soil parameter]].



Revision as of 15:43, 16 December 2025

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

K(t)=Kssqrt(Se)(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