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Soil constant definitions (STEMMUS) #2

@AlbyDR

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@AlbyDR

2. Soil constant definition (STEMMUS)

2.1 getSoilConstants file (~/src/+io/)

2.2 define_constants file (~/src/+io/)

2.3 getModelSettings file (~/src/+io/)


2.1 getSoilConstants file (~/src/+io/)

symbol variable long name short definition unit default value value range observation
hd [-] -1e7
hm [-] -9899
CHST [-] 0
Elmn_Lnth [-] 0
Dmark [-] 0
Phi_S [-] [-17.9 -17 -17 -19 -10 -10]
Phi_soc [-] -0.0103
Lamda_soc [-] 2.7
Theta_soc [-] 0.6
XK [-] 0.025 XK=0.11 for silt loam and XK = 0.025 for sand, the SoilConstants.XK is used in updateSoilVariables

2.2 define_constants file (~/src/+io/)

symbol variable long name short definition unit default value value range observation
A Constant of Avogadro [mol-1] 6.02214E23
h Plancks constant [J s] 6.6262E-34
c Speed of light [m s-1] 299792458
cp Specific heat of dry air [J kg-1 K-1] 1004
cp_specific specific heat at cte pressure [MJ.kg-1.C-1] 1.013E-3 FAO56 p26 box6
R Molar gas constant [J mol-1K-1] 8.314
R_specific specific gas [kJ.kg-1.K-1] 0.287 FAO56 p26 box6
rhoa Specific mass of air [kg m-3] 1.2047
kappa Von Karman constant [-] 0.4
MH2O Molecular mass of water [g mol-1] 18
Mair Molecular mass of dry air [g mol-1] 28.96
MCO2 Molecular mass of carbon dioxide [g mol-1] 44
sigmaSB Stefan Boltzman constant [W m-2 K-4] 5.67E-8
deg2rad Conversion from deg to rad [rad] pi / 180
C2K Melting point of water [K] 273.15
CKTN Constant used in calculating viscosity factor for hydraulic conductivity [-] (50 + 2.575*20)
l Coefficient in VG mode [-] 0.5
g Gravity acceleration [cm s-2] 981
RHOL Water density [g cm-3] 1
RHOI Ice density [g cm-3] 0.92
Rv Gas constant for vapor [cm2 s-2 Cels-1] 461.5*1e4 (original J.kg^-1.Cels^-1)
RDA Gas constant for dry air [cm2 s-2 Cels-1] 287.1*1e4 (original J.kg^-1.Cels^-1)
RHO_bulk Bulk density of sand [g cm-3] 1.25
Hc Henry's constant [-] 0.02
GWT The gain factor(dimensionless), which assesses the temperature [-] 7 dependence of the soil water retention curve is set as 7 for % sand (Noborio et al, 1996)
MU_a Viscosity of air [g cm-1 s-1] 1.846*10^(-4) (original 1.846*10^(-5)kg.m^-1.s^-1)
Gamma0 The surface tension of soil water at 25 Cels degree [g s-2] 71.89
Gamma_w Specific weight of water [g cm-2 s-2] const.RHOL*const.g
Lambda1 Coefficients in thermal conductivity [-] 0.228/100
Lambda2 From HYDRUS1D heat transport parameter (Chung Hortan 1987 WRR) [W m-1 Cels-1] (1 W.s=J) -2.406/100
Lambda3 [-] 4.909/100
MU_W0 Viscosity of water at reference temperature [g cm-1 s-1] 2.4152*10^(-4) (original2.4152*10^(-5)kg.m^-1.s^-1)
MU1 Coefficient for calculating viscosity of water [J mol-1] 4742.8
b Coefficient for calculating viscosity of water [cm] 4*10^(-6)
W0 Coefficient for calculating differential heat of wetting by Milly's method [-] 1.001*10^3
c_L Specific heat capacity of liquid water [J/g-1/Cels-1] 4.186 Notice the original unit is 4186kg^-1
c_V Specific heat capacity of vapor [J/g-1/Cels-1] 1.870
c_a Specific heat capacity of dry air [J/g-1/Cels-1] 1.005
c_i Specific heat capacity of ice [J/g-1/Cels-1] 2.0455
lambdav atent heat of evaporation [MJ.kg-1] 2.45 l FAO56 pag 31
k karman's [-] 0.41 cte FAO 56 Eq4

2.3 getModelSettings file (~/src/+io/)

symbol variable long name short definition unit default value value range observation
R_depth root depth [cm] 350 the dynamic root growth is closed, and an empirical and pre-defined root distribution function is used, see here. This works on forest sites but may have some uncertainties in cropland. To reduce the uncertainties, a dynamic root growth option is provided, but it might need to be adjusted according to the actual condition of the site.
J index of soil type for choosing soil physical parameters [-] 1
SWCC soil water characteristic curve, 0 for Clapp and Hornberger and 1 for Van Gen [0,1] 1
Hystrs considers hysteresis if the value is 1, otherwise 0 [0,1] 0
Thmrlefc considers the isothermal water flow if the value is 0, otherwise 1 [0,1] 1
Soilairefc considers dry air transport if the value is 1, otherwise 0 [0,1] 0
hThmrl a special calculation of water capacity is used if the value is 1, otherwise 0 [0,1] 1
W_Chg calculates the heat of wetting by Millys method if 0 and by Lyle Pruntys method if 1 [0,1] 1
ThmrlCondCap Millys effective thermal capacity and conductivity formulation to verify the vapor and heat transport in extremly dry soil [0,1] 1
ThermCond effective thermal conductivity methods, 1 for De Vries, 2 for Jonhansen, 3 for simplified De Vries (Tian 2016) or 4 for Farouki [1,2,2,4] 1
SSUR soil-texture-related parameters surface area, for loam 10^5 or for sand 10^2 (cm^-1) [cm-1] 10^2 The parameter is determined by the two soil texture definition (loam or sand)
fc soil-texture-related parameters fraction of clay, for loam 0.036; for sand 0.02 [?] 0.02 The parameter is determined by the two soil texture definition (loam or sand)
Tr reference temperature [°C] 20 Constant
T0 reference temperature [k] 273.15
rwuef [-] 1
rroot radius of the root [m] 1.5*1e-3 The constant can change with different species or plant function types, see STEMMUS-SCOPE v1.0.0 paper (Appendix B Table B1) .
SFCC [-] 1
Tot_Depth other settings, Tot_Depth [cm], it should be usually bigger than 0.5m [cm] 500
Eqlspace the space step equal or not, for 0 the DeltZ would be reset in 50cm by hand [0,1] 0
NS number of soil types [n] types 1
NIT time and domain information setting, desirable number of iterations in a time step [n] interactions 30
KT time and domain information setting, number of time steps [n] steps 0
NL determination of NL, the number of elements [n] elements 100

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