laws:hypofe2
Differences
This shows you the differences between two versions of the page.
| Both sides previous revision Previous revision Next revision | Previous revision | ||
|
laws:hypofe2 [2025/09/10 14:26] arthur [The model] |
laws:hypofe2 [2025/09/10 14:39] (current) arthur [Number of state variables] |
||
|---|---|---|---|
| Line 32: | Line 32: | ||
| - Density: $\rho_w$: \[\rho_w (p_w) = \rho_{wo}\;\left[ 1+\frac{p_w-p_{w0}}{\chi_w}\right]\] | - Density: $\rho_w$: \[\rho_w (p_w) = \rho_{wo}\;\left[ 1+\frac{p_w-p_{w0}}{\chi_w}\right]\] | ||
| - Intrinsic Permeability $k_w$: \\ Depending on the water saturation degree $S_w$ : $k_{r,w} = f(S_w)$ with $k_{w,eff} = k_f k_{r,w}$ | - Intrinsic Permeability $k_w$: \\ Depending on the water saturation degree $S_w$ : $k_{r,w} = f(S_w)$ with $k_{w,eff} = k_f k_{r,w}$ | ||
| - | - Saturation degree $S_w$: \\ Depending on succion $s = p_g - p_w : S_w = f(s)$ | + | - Saturation degree $S_w$: \\ Depending on suction $s = p_g - p_w : S_w = f(s)$ |
| === Saturation degree equation (with FKRSAT) === | === Saturation degree equation (with FKRSAT) === | ||
| Line 73: | Line 73: | ||
| - Density $\rho_a$ :\\ //Hypothesis// : The air is supposed to be a perfect gas. \[\rho_a (p_a) = \rho_{a,0}\frac{p_a}{p_{a,0}} \] | - Density $\rho_a$ :\\ //Hypothesis// : The air is supposed to be a perfect gas. \[\rho_a (p_a) = \rho_{a,0}\frac{p_a}{p_{a,0}} \] | ||
| - Intrinsic Permeability $k_g$: \\ Depending on the saturation degree $S_g$ : $k_{r,g} = f(S_g)$ with $k_{g,effectif} = k_{g, intrinsic}k_{a,w}$ | - Intrinsic Permeability $k_g$: \\ Depending on the saturation degree $S_g$ : $k_{r,g} = f(S_g)$ with $k_{g,effectif} = k_{g, intrinsic}k_{a,w}$ | ||
| - | - Saturation degree $S_g$: \\ Depending on succion $s = p_g - p_w : S_g = f(s) = 1 - S_w$ | + | - Saturation degree $S_g$: \\ Depending on suction $s = p_g - p_w : S_g = f(s) = 1 - S_w$ |
| === Balance Equation of Pollutant === | === Balance Equation of Pollutant === | ||
| Line 79: | Line 79: | ||
| === Pollutant flows === | === Pollutant flows === | ||
| - | \[ v_i^p = v_i^{advection} + v_i^{diffusion+dispersion} = C_M v_i^w - D \frac{\partial C_m}{\partial x_i} \]\\ | + | \[ v_i^p = v_i^{advection} + v_i^{diffusion+dispersion} = C_M v_i^{w/g} - D \frac{\partial C_m}{\partial x_i} \]\\ |
| - | With C_M and C_m [-] the concentration in pollutant at the macroscale and subscale, respectively. $v_i^w$ is the water velocity obtained from Darcy's law and $D$ [m$^2$/s] is the diffusion and dispersion coefficient. | + | With $C_M$ and $C_m$ [-] the concentration in pollutant at the macroscale and subscale, respectively. $v_i^{w/g}$ is the water or gas velocity obtained from Darcy's law and $D$ [m$^2$/s] is the diffusion and dispersion coefficient. |
| ==== Files ==== | ==== Files ==== | ||
| Prepro: LHYPOFE2.F \\ | Prepro: LHYPOFE2.F \\ | ||
| Line 99: | Line 99: | ||
| ^ Line 1 (3I10,2G10.0) ^^ | ^ Line 1 (3I10,2G10.0) ^^ | ||
| |NLAWFEM2|Number of constitutive laws at the subscale| | |NLAWFEM2|Number of constitutive laws at the subscale| | ||
| - | |KFLU|Number of DOF: 1=Pw, 2=Pw+C, 3=Pw+Pg, 4=Pw+C+Pg with C the concentration in pollutant| | + | |KFLU|Number of DOF at the microscale: 1 = $P_w$, 2 = $P_w+C$, 3 = $P_w+P_g$, 4 = $P_w+C+P_g$ with $C$ the concentration in pollutant| |
| |MITER|Maximum number of iterations at the subscale| | |MITER|Maximum number of iterations at the subscale| | ||
| |CNORM|Norm for the solver of the subscale| | |CNORM|Norm for the solver of the subscale| | ||
| - | |FACONV|Units of conversion of the RVE (it has a size of 1[-])| | + | |FACONV|Units of conversion of the RVE (it has a size of 1*FACONV[-])| |
| Line 119: | Line 119: | ||
| |RHOA0|Gaz density $(=\rho_{a,0})\ \left[kg.m^{-3}\right]$| | |RHOA0|Gaz density $(=\rho_{a,0})\ \left[kg.m^{-3}\right]$| | ||
| |PMGAS|Gas molar mass $[g/mol]$| | |PMGAS|Gas molar mass $[g/mol]$| | ||
| - | |PA0|Initial gas pressure $\left[ Pa\right]$| | + | |PG0|Initial gas pressure $\left[ Pa\right]$| |
| |PHENRY|Henry coefficient| | |PHENRY|Henry coefficient| | ||
| - | ^ Line 4 (1I10) ^^ | + | ^ Line 4 (4I10) ^^ |
| - | |IVAP|= 1 for vapour, = 0 if liquid water only (VAPOUR NOT IMPLEMENTED YET)| | + | |IVAP|= 1 for vapour, = 0 if liquid water only| |
| - | ^ Line 5 (3I10) ^^ | + | |IGAS|= 0 for air, =1 for $H_2$, =2 for $N_2$, = 3 for $Ar$, = 4 for $He$, = 5 for $CO_2$, = 6 for $CH_4$| |
| + | |IOSMOTIC|= 0 to neglect osmotic suction, = 1 for osmotic suction with Van't Hoff model, = 2 for osmotic suction with Kelvin (water activity) and Pitzer model| | ||
| + | |IDIFF|= 0 for the pollutant to diffuse through water, = 1 through gas| | ||
| + | ^ Line 5 (4I10) ^^ | ||
| |ISR|Retention curve (=53 for Van Genuchten with hysteresis)| | |ISR|Retention curve (=53 for Van Genuchten with hysteresis)| | ||
| |IKW|Water relative permeability curve (=7 for Van Genuchten)| | |IKW|Water relative permeability curve (=7 for Van Genuchten)| | ||
| |IKA|Gas relative permeability curve (=6 for Van Genuchten)| | |IKA|Gas relative permeability curve (=6 for Van Genuchten)| | ||
| + | |N_SUBINCR|Number of additional multiplicator for the number of subincrement in the hysteresis model| | ||
| ^ Line 6 (3G10.0)^^ | ^ Line 6 (3G10.0)^^ | ||
| |CKW1|First parameter of IKW| | |CKW1|First parameter of IKW| | ||
| Line 180: | Line 184: | ||
| |SIG(16)|Advective flow of dissolved gas along $x$ (unused)| | |SIG(16)|Advective flow of dissolved gas along $x$ (unused)| | ||
| |SIG(17)|Advective flow of dissolved gas along $y$ (unused)| | |SIG(17)|Advective flow of dissolved gas along $y$ (unused)| | ||
| - | |SIG(18)|Unused| | + | |SIG(18)|Vapour flow along $x$ $(=f_{vx})$| |
| - | |SIG(19)|Unused| | + | |SIG(19)|Vapour flow along $y$ $(=f_{vy})$| |
| - | |SIG(20)|Unused| | + | |SIG(20)|Vapour flow stored $(=f_{ve})$| |
| |SIG(21)|Unused| | |SIG(21)|Unused| | ||
| |SIG(22)|Unused| | |SIG(22)|Unused| | ||
| Line 194: | Line 198: | ||
| ===== State variables ===== | ===== State variables ===== | ||
| ==== Number of state variables ==== | ==== Number of state variables ==== | ||
| - | 10 + 5*(Number of Subscale Nodes)\\ | + | 11 + 5*(Number of Subscale Nodes)\\ |
| - | /!\ The state variables vector also contains the following information for each subscale node: X,Y,Pw,C,Pg | + | /!\ The state variables vector also contains the following information for each subscale node: $X$, $Y$, $P_w$, $C$, $P_g$ |
| ==== List of state variables ==== | ==== List of state variables ==== | ||
| |Q(1)|Liquid water mass at the RVE| | |Q(1)|Liquid water mass at the RVE| | ||
| Line 205: | Line 209: | ||
| |Q(7)|Homogenised gas relative permeability| | |Q(7)|Homogenised gas relative permeability| | ||
| |Q(8)|Homogenised macroscale tortuosity| | |Q(8)|Homogenised macroscale tortuosity| | ||
| - | |Q(9)|Vapour mass at the RVE (unused)| | + | |Q(9)|Vapour mass at the RVE| |
| - | |Q(10)|Homogenised succion| | + | |Q(10)|Homogenised total suction $(= p_g - p_w + osmotic)$| |
| - | |Q(11 + (i-1)*5)|$X_i$| | + | |Q(11)|Homogenised osmotic suction $(= osmotic)$| |
| - | |Q(11 + (i-1)*5 +1)|$Y_i$| | + | |Q(12 + (i-1)*5)|$X_i$| |
| - | |Q(11 + (i-1)*5 +2)|$P_{w,i}$| | + | |Q(12 + (i-1)*5 +1)|$Y_i$| |
| - | |Q(11 + (i-1)*5 +3)|$C_i$| | + | |Q(12 + (i-1)*5 +2)|$P_{w,i}$| |
| - | |Q(11 + (i-1)*5 +4)|$P_{g,i}$| | + | |Q(12 + (i-1)*5 +3)|$C_i$| |
| + | |Q(12 + (i-1)*5 +4)|$P_{g,i}$| | ||
laws/hypofe2.1757507176.txt.gz · Last modified: 2025/09/10 14:26 by arthur
Page Tools
