Difference between revisions of "Module PorousMedia"
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Some keywords of the PorousMedia input file: | Some keywords of the PorousMedia input file: | ||
− | <beginsoiltype> | + | <beginsoiltype> |
− | *Saturated water content | + | *Saturated water content |
THETA_S : 0.55 | THETA_S : 0.55 | ||
− | + | ||
− | *residual water content | + | *residual water content |
THETA_R : 0.1 | THETA_R : 0.1 | ||
− | + | ||
− | *N of Van Genuchten: 1.5(clay) to 4.5 (sandy) | + | *N of Van Genuchten: 1.5(clay) to 4.5 (sandy) |
N_FIT : 1.15 | N_FIT : 1.15 | ||
− | + | ||
− | + | *Saturated hydraulic conductivity | |
SAT_K : 1.39e-8 | SAT_K : 1.39e-8 | ||
− | + | ||
− | *alpha of Van Genuchten: 0.005 (clay) - 0.035 (sandy) | + | *alpha of Van Genuchten: 0.005 (clay) - 0.035 (sandy) |
ALPHA : 0.02 | ALPHA : 0.02 | ||
− | + | ||
− | *L of Mualem - Van Genuchten (mostly 0.5) | + | *L of Mualem - Van Genuchten (mostly 0.5) |
L_FIT : 0.50 | L_FIT : 0.50 | ||
− | <endsoiltype> | + | <endsoiltype> |
Revision as of 12:59, 13 November 2009
Contents
Overview
Main Processes
Other Features
How to Generate Info needed in Porous Media
SoilMap
Model needs to know soil ID in each cell and layer to pick hydraulic properties from that type of soil.
Options:
- Constant value
- Soil Grid. One possible option is to associate with soil shape file. In this case can use MOHID GIS going to menu [Tools]->[Shape to Grid Data] and provide: i) the grid (model grid), ii) the soil shape file and iii) the corespondence between soil codes and soil ID defined in data file.
Soil ID must be defined in Module FillMatrix standards for each soil horizon defined (grid example):
<beginhorizon> KLB : 1 KUB : 10 <beginproperty> NAME : SoilID DEFAULTVALUE : 1 INITIALIZATION_METHOD : ASCII_FILE REMAIN_CONSTANT : 1 FILENAME : ..\..\GeneralData\PorousMedia\SoilID200m.dat <endproperty> <beginproperty> <endproperty> .. <endhorizon>
Remarks
All the soil ID's appearing in the soil grid(s) must be defined in the PorousMedia data file in terms of hydraulic properties:
<beginsoiltype> ID : 1 THETA_S : 0.3859 THETA_R : 0.0476 N_FIT : 1.39 SAT_K : 3.5556e-6 ALPHA : 2.75 L_FIT : 0.50 THETA_CV_MIN : 0.2844 THETA_CV_MAX : 0.3791 <endsoiltype> <beginsoiltype> ID : 2 ... <endsoiltype> ...
Soil Bottom
The soil depth must be known by the model. This is computed by the model from terrain altitude (topography) and soil bottom altitude. As so, a soil bottom grid is needed.
Options:
- Grid File.
Soil depth (and soil bottom altitude, the effective grid needed) can be estimated from slope HOW TO SoilBottom LINK.
Define the grid just generated, in the porous media data file with:
BOTTOM_FILE : ..\..\GeneralData\PorousMedia\BottomLevel.dat
Water Level
Options:
- Grid File.
The water table altitude represents the initial altitude of the water table. It is recommended to do a spin-up run to estabilize water level and then do a continuous simulation starting with the final water table achieved. Use the following blocks with Module FillMatrix standards:
<beginwaterlevel> NAME : waterlevel INITIALIZATION_METHOD : ASCII_FILE DEFAULTVALUE : 0 REMAIN_CONSTANT : 0 FILENAME : ..\..\GeneralData\PorousMedia\WaterLevel0.50.dat <endwaterlevel>
Impermeability
Impermeability values (0 - completely permeable, 1 - impermeable) must be provided.
Options:
- Constant Value.
- Grid File. One possible option is to associate with land use shape file. In this case can use MOHID GIS going to menu [Tools]->[Shape to Grid Data] and provide: i) the grid (model grid), ii) the land use shape file and iii) the corespondence between land use codes and Impermeability values.
Use the following blocks with Module FillMatrix standards:
<beginimpermeablefraction> NAME : impermeablefraction INITIALIZATION_METHOD : ASCII_FILE DEFAULTVALUE : 0 REMAIN_CONSTANT : 1 FILENAME : ..\..\GeneralData\PorousMedia\AreaImpermeavel.dat <endimpermeablefraction>
Outputs
References
Data File
Keywords
Keywords read in the Data File Keyword : Data Type Default !Comment BOTTOM_FILE : char - !Path to Bottom Topography File START_WITH_FIELD : logical 1 !Sets Theta initial Field Capacity CONTINUOUS : logical 0 !Continues from previous run STOP_ON_WRONG_DATE : logical 1 !Stops if previous run end is different from actual !Start OUTPUT_TIME : sec. sec. sec. - !Output Time TIME_SERIE_LOCATION : char - !Path to File which defines Time Series CONTINUOUS_OUTPUT_FILE : logical 1 !Writes "famous" iter.log CONDUTIVITYFACE : integer 1 !Way to interpolate conducivity face !1 - Average, 2 - Maximum, 3 - Minimum, 4 - Weigthed HORIZONTAL_K_FACTOR : real 1.0 !Factor for Horizontal Conductivity = Kh / Kv CUT_OFF_THETA_LOW : real 1e-6 !Disables calculation when Theta is near ThetaR CUT_OFF_THETA_HIGH : real 1e-15 !Set Theta = ThetaS when Theta > ThetaS - CUT_OFF_THETA_HIGH MIN_ITER : integer 2 !Number of iterations below which the DT is increased MAX_ITER : integer 3 !Number of iterations above which the DT is decreased LIMIT_ITER : integer 50 !Number of iterations of a time step (for restart) THETA_TOLERANCE : real 0.001 !Converge Parameter INCREASE_DT : real 1.25 !Increase of DT when iter < MIN_ITER DECREASE_DT : real 0.70 !Decrease of DT when iter > MAX_ITER <beginproperty> NAME : Theta / waterlevel see Module FillMatrix for more options <endproperty>
Sample
Some keywords of the PorousMedia input file:
<beginsoiltype> *Saturated water content THETA_S : 0.55 *residual water content THETA_R : 0.1 *N of Van Genuchten: 1.5(clay) to 4.5 (sandy) N_FIT : 1.15 *Saturated hydraulic conductivity SAT_K : 1.39e-8 *alpha of Van Genuchten: 0.005 (clay) - 0.035 (sandy) ALPHA : 0.02 *L of Mualem - Van Genuchten (mostly 0.5) L_FIT : 0.50 <endsoiltype>