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DUNE for Multi-{Phase, Component, Scale, Physics, ...} flow and transport in porous media
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Dumux::FrictionLaw< VolumeVariables > Class Template Referenceabstract

Implementation of the abstract base class for friction laws. More...

#include <dumux/material/fluidmatrixinteractions/frictionlaws/frictionlaw.hh>

Inheritance diagram for Dumux::FrictionLaw< VolumeVariables >:
Inheritance graph

Description

template<typename VolumeVariables>
class Dumux::FrictionLaw< VolumeVariables >

Implementation of the abstract base class for friction laws.

The LET mobility model is used to limit the friction for small water depths.

Public Member Functions

virtual Dune::FieldVector< Scalar, 2 > shearStress (const VolumeVariables &volVar) const =0
 Compute the shear stress. More...
 
Scalar limitRoughH (const Scalar roughnessHeight, const Scalar waterDepth) const
 Limit the friction for small water depth. More...
 
virtual ~FrictionLaw ()
 

Constructor & Destructor Documentation

◆ ~FrictionLaw()

template<typename VolumeVariables >
virtual Dumux::FrictionLaw< VolumeVariables >::~FrictionLaw ( )
inlinevirtual

Member Function Documentation

◆ limitRoughH()

template<typename VolumeVariables >
Scalar Dumux::FrictionLaw< VolumeVariables >::limitRoughH ( const Scalar  roughnessHeight,
const Scalar  waterDepth 
) const
inline

Limit the friction for small water depth.

We define a water depth minUpperH. If the water depth is smaller, we start to limit the friciton. So the friciton term get's not extreme large for small water depths.

----------------------— minUpperH --------—

---------------------—roughnessHeight ------------— /\ /\ roughness /grain\ ----------------------------—bottom ---------------— /////////////////////////////////////////////////

For the limiting the LET model is used, which is usually applied in the porous media flow to limit the permeability due to the saturation. It employs the three empirical paramaters L, E and T, which describe the limiting curve (mobility).

auto mobility = (mobility_max * pow(sw,L))/(pow(sw,L) + E * pow(1.0-sw,T));

For the limitation of the roughness height L = 0.0, T = 2.0 and E = 1.0 are choosen. Therefore the calculation of the mobility is simplified significantly.

Parameters
roughnessHeightroughness height of the representive structure (e.g. largest grain size).
waterDepthwater depth.

< maximal mobility

◆ shearStress()

template<typename VolumeVariables >
virtual Dune::FieldVector< Scalar, 2 > Dumux::FrictionLaw< VolumeVariables >::shearStress ( const VolumeVariables &  volVar) const
pure virtual

Compute the shear stress.

Parameters
volVarVolume Variables.

Compute the shear stress due to friction. The shear stress is not a tensor as know from contiuums mechanics, but a force projected on an area. Therefore it is a vector with two entries.

Returns
shear stress [N/m^2]. First entry is the x-component, the second the y-component.

Implemented in Dumux::FrictionLawManning< VolumeVariables >, Dumux::FrictionLawNikuradse< VolumeVariables >, and Dumux::FrictionLawNoFriction< VolumeVariables >.


The documentation for this class was generated from the following file: