elements:ehypofe2
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elements:ehypofe2 [2023/11/24 11:24] arthur [Input file] |
elements:ehypofe2 [2023/11/24 11:27] (current) arthur [Results] |
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| ^Title (A5)^^ | ^Title (A5)^^ | ||
| |TITLE|"EHYPO"| | |TITLE|"EHYPO"| | ||
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| ^Control data (2I5)^^ | ^Control data (2I5)^^ | ||
| |NELEM|Number of elements| | |NELEM|Number of elements| | ||
| Line 30: | Line 31: | ||
| |AK0Z|$k_0$ ratio $\sigma_z/\sigma_y$ (if AK0Z=0, AK0Z=AK0X)| | |AK0Z|$k_0$ ratio $\sigma_z/\sigma_y$ (if AK0Z=0, AK0Z=AK0X)| | ||
| |The computation of SIGY0 and DSIGY must take into account the apparent specific mass, defined as \[\rho_a'=[(1-n)\rho_s+nS_w\rho_w]-\rho_w\] where: \\ $\rho_s$ is the solid specific mass - this represents the specific mass of a fictive sample where ther is no porosity, i.e. where the grains occupy the whole volume of the sample \\ $\rho_w$ is the fluid specific mass \\ $n$ is the porosity defined in the flow law related to the element \\ $S_w$ fluid saturation, ∈ [0,1]|| | |The computation of SIGY0 and DSIGY must take into account the apparent specific mass, defined as \[\rho_a'=[(1-n)\rho_s+nS_w\rho_w]-\rho_w\] where: \\ $\rho_s$ is the solid specific mass - this represents the specific mass of a fictive sample where ther is no porosity, i.e. where the grains occupy the whole volume of the sample \\ $\rho_w$ is the fluid specific mass \\ $n$ is the porosity defined in the flow law related to the element \\ $S_w$ fluid saturation, ∈ [0,1]|| | ||
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| ^Definition of the elements (6I5/4 or 8I5) ^^ | ^Definition of the elements (6I5/4 or 8I5) ^^ | ||
| |NNODM|Number of nodes for the mechanical description: 4 or 8 (preferred 4)| | |NNODM|Number of nodes for the mechanical description: 4 or 8 (preferred 4)| | ||
| Line 38: | Line 40: | ||
| |LMATF|Flow law| | |LMATF|Flow law| | ||
| |NODES(NNODEM)|List of nodes| | |NODES(NNODEM)|List of nodes| | ||
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| ^Definition of the elements in the microstructure ^^ | ^Definition of the elements in the microstructure ^^ | ||
| ^Line 1 (1I5) ^^ | ^Line 1 (1I5) ^^ | ||
| Line 52: | Line 55: | ||
| * Stresses (in global axes) | * Stresses (in global axes) | ||
| * Mechanical stresses $\sigma_x$, $\sigma_y$, $\sigma_{xy}$, $\sigma_z$ | * Mechanical stresses $\sigma_x$, $\sigma_y$, $\sigma_{xy}$, $\sigma_z$ | ||
| - | * Flow in water $f_{wx}$, $f_{wy}$, $f_{w,stored}$ | + | * Flow of water $f_{wx}$, $f_{wy}$, $f_{we}$ |
| - | * Flow in air $f_{ax}$, $f_{ay}$, $f_{a,stored}$ | + | * Flow of gas $f_{gx}$, $f_{gy}$, $f_{ge}$ |
| - | * Advection dissolved gas flux $f_{adx}$, $f_{ady}$ | + | * Advective and diffusive flow of pollutant $f_{px}$, $f_{py}$, $f_{pe}$ |
| - | * Diffusion dissolved gas flux $f_{addx}$, $f_{addy}$ | + | * Diffusion pollutant flux $f_{px,b},f_{py,b}$ |
| - | * Advection gaseous gas flux $f_{agx}$, $f_{agy}$ | + | |
| * Internal variables: | * Internal variables: | ||
| * Internal variables of the mechanical law | * Internal variables of the mechanical law | ||
| * Internal variables of the flow law | * Internal variables of the flow law | ||
elements/ehypofe2.1700821461.txt.gz · Last modified: 2023/11/24 11:24 by arthur
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