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laws:adv3d

ADV3D

Description

Advection-diffusion constitutive law for 3D solid eulerian elements (ADVE3)

The model

This law is only used for linear pollutant transport in isotropic solids by upwind methods.
This constitutive law takes into account the advection‑dispersion in the moving fluid but also degradation, adsorption on the solid matrix and immobile fluid effect as linear phenomena. This law is used for three‑dimensional flow.

Files

Prepro: LADV3D.F

Availability

Plane stress state NO
Plane strain state NO
Axisymmetric state NO
3D state YES
Generalized plane state NO

Input file

Parameters defining the type of constitutive law

Line 1 (2I5, 60A1)
ILLaw number
ITYPE 135
COMMENT Any comment (up to 60 characters) that will be reproduced on the output listing

Integer parameters

Line 1 (2I5)
INDV= 0 constant advection
= 1 space time variation of advection
= 2 only space variation of advection
INDM= 0 same meshing for flow and pollution
= 1 different meshing

Real parameters

Line 1 (7G10.0)
UABS - constant apparent velocity modulus
TETAconstant apparent velocity theta angle (angle in RAD)
PHIconstant apparent velocity phi angle (angle in RAD)
CIM0initial immobile water concentration
ATRANStransversal dispersivity of the porous medium
ALONGlongitudinal dispersivity of the porous medium
DIFFMmolecular diffusion of the porous medium
Line 2 (7G10.0)
RDMretardation factor for mobile water
RDIMretardation factor for immobile water
AMdegradation constant for mobile water
AIMdegradation constant for immobile water
ALMtransfer constant for mobile water
ALIMtransfer constant for immobile water
PEFFeffective surface porosity of the porous medium.

Remarks on parameters

  1. Upwind parameters:
    • Optimum formulation in FRENET axes
  2. Physical parameters:
    • RDM=$1 + \theta_s \rho_s p K_d / \theta_m$
    • RDIM=$1 + \theta_s \rho_s (1-p) K_d / \theta_{im}$
    • AM =$k_s.(RDM -1).+ k_m + ALM$
    • AIM=$k_s.(RDIM -1).+ k_{im} + ALIM$
    • ALM =$\alpha_\alpha/\theta_m$
    • ALIM=$\alpha_\alpha/\theta_{im}$
      With:
      • $\theta_s$=1-total porosity
      • $\theta_{m}$=effective porosity
      • $\theta_{im}$=non effective porosity
      • $k_{s,m,im}$=degradation coefficients in solid, moving and non-moving fluids
      • $K_{d}$=linear adsorption coefficient
      • $p$=part of solid surface in contact with the moving fluid
      • $\rho_s$=solid density
      • $\alpha_d$=exchange coefficient between mobile and immobile fluids

Stresses

Number of stresses

10

Meaning (numerical, not physical)

SIG(1)pollutant flow in the X direction $(=q_X)$
SIG(2)pollutant flow in the Y direction $(=q_Y)$
SIG(3)pollutant flow in the Z direction $(=q_Z)$
SIG(4)pollutant dispersive flux in X direction
SIG(5)pollutant dispersive flux in Y direction
SIG(6)pollutant dispersive flux in Z direction
SIG(7)pollutant storage due to time variation of concentration
SIG(8)pollutant storage by convection and not restored by degradation
SIG(9)pollutant flux from moving to non moving fluid
SIG(10)pollutant degradation

State variables

Number of state variables

5

List of state variables

Q(1) fluid Darcy velocity in the X direction
Q(2) fluid Darcy velocity in the Y direction
Q(3) fluid Darcy velocity in the Z direction
Q(4) fluid storage
Q(5) immobile water concentration.
laws/adv3d.txt · Last modified: 2020/08/25 15:46 (external edit)