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laws:qmlc

QMLC

Description

Constitutive law for flow mixed limit condition for element Q2MLC

The model

This law is only used for non linear flow analysis of solids. This constitutive law allows to impose a uniform flow mixed limit condition on a boundary.

The retention curve allows to divide the imposed total flow among a water flow and a gas flow, according the saturation degree.

Files

Prepro: LQMLC.F

Availability

Plane stress state YES
Plane strain state YES
Axisymmetric state YES
3D state YES
Generalized plane state YES

Input file

Parameters defining the type of constitutive law

Line 1 (2I5, 60A1)
ILLaw number
ITYPE 196
COMMENT Any comment (up to 60 characters) that will be reproduced on the output listing

Integer parameters

Line 1 (I5)
ISRWformulation index for $S_w$ : (see Appendix 8)
$\neq$ 0 in case of seepage with free surface
= 0 in absence of free surface

Real parameters

Line 1 (2G10.0)
FLUXFtotal flow per unit surface
FLUXDtotal flow per unit surface
Line 2 (7G10.0)
CSR11st coefficient of the function $S_W$
CSR22nd coefficient of the function $S_W$
CSR33rd coefficient of the function $S_W$
CSR44th coefficient of the function $S_W$
SRESresidual saturation degree $(=S_{res})$
SRFIELDfield saturation degree $(=S_{rfiled})$
AIREVair entry value $\left[Pa\right]$

During the non linear analysis, FLUXF will be multiplied by the force multiplicator ALAMBF while FLUXD will be multiplied by the displacement multiplicator ALAMBD.
An outgoing flow is considered as positive.
An entering flow is considered as negative.

Stresses

Number of stresses

2

Meaning (numerical, not physical)

SIG(1)current value of distributed water flow
SIG(2)current value of distributed gas flow

State variables

Number of state variables

3

List of state variables

Q(1) Saturation degree
Q(2) Water Mass flow $\left[kg/s\right]$
Q(3) Oil Mass flow $\left[kg/s\right]$
laws/qmlc.txt · Last modified: 2020/08/25 15:46 (external edit)