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

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Set this attribute to <code>1</code> and this can be done via the Van Genuchten-Mualem formula:
Set this attribute to <code>1</code> and this can be done via the Van Genuchten-Mualem formula:
: <math>K(\theta) = Ks \cdot \sqrt{Se} \cdot (1 - ( 1 - Se^n )^m )^2</math>
: <math>K(\theta) = K_s \cdot \sqrt{S_e} \cdot (1 - ( 1 - S_e^n )^m )^2</math>
Where:
Where:
: <math>K(\theta)</math> = Is the calculated vertical hydraulic conductivity for the given saturation
: <math>K(\theta)</math> = Is the calculated vertical hydraulic conductivity for the given saturation
: <math>Ks</math> = Is the saturated vertical hydraulic conductivity from [[Terrain ground infiltration md (Water Overlay)|Terrain ground infiltration md]].
: <math>K_s</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>S_e</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>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]].

Latest revision as of 14:16, 17 December 2025

Icon Attribute Unit Range Description Default value
SOIL_WATER_RETENTION_CURVE Integer 0 to 1 Setting a Soil Water Retention Curve adjust the vertical hydraulic conductivity in the Unsaturated Zone. 0

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

K(θ)=Ks⋅Se⋅(1−(1−Sen)m)2

Where:

K(θ) = Is the calculated vertical hydraulic conductivity for the given saturation
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

Water Module
Water Module
Tutorials
Overview
Theory
Benchmarks
Group
Model attributes
Allowed water increase m • Avg shore width m • Avg terrain width m • Avg terrain storage m • Breach measurement distance m • Bridge elevation • Culvert dem threshold m • Design flood elevation m • Ground bottom distance m • Ground bottom pressure m • Ground water • Ground water depth m • Ground watertable with surface • Impact flood threshold m • Impact range m • Increased resolution • Infiltration factor s
Limit area • Limit rain • Max infiltration m • Max water bottom m • Microrelief storage fraction • Min max elevation • Object entry correction • Prequel surface level relative • Rise rate distance m • Sewer overflow threshold • Shoreline • Duration min level m • Stabilizer angle • Start date ms • Surface water • Surface water evaporation factor • Timeframe times • Timeframes • Trim manning • Trim evapotranspiration • Trim root depth • Trim ground infiltration • Trim ground conductivity • Trim shoreline conductivity
Related
Building attributes • Hydrological features • Hydraulic structures •  Terrain attributes • Results • Simulation data
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