Πρόγραμμα Προσδιορισμού Υδραυλικών Ιδιοτήτων σε Κεκορεσμένα και Μη Κεκορεσμέα Εδάφη

SOIL PARAmeter Estimator is based on statistical pore/particle size distribution models and can be used to estimate hydraulic parameters in the van Genuchten constitutive model (Brooks-Corey parameters can be estimated from these) for variably saturated soils.
SOILPARA allows estimation of the unsaturated zone parameters (1) from retention data and/or conductivity or diffusivity data (K or D vs. soil water content/pressure) based on the public domain RETC model by M. Th. van Genuchten et al, 1991) with a Windows native preprocessor that is easy to use and offers graphical output and extensive on-screen help; (2) from soil texture (based on the work of Shirazi and Boersma, 1984, and Campbell, 1985) by clicking on a soil texture diagram to return percentage sand, silt and clay within the pre-processor; or (3) by selection of USDA-recommended typical parameter values for various texture classes available in the SOILPARA database.


SOILPARA Technical and Interface Information
Program Flow Chart

User Interface

Program Input
Soil Texture Diagram

Data Sources|Soil Texture Diagram

The user clicks on the soil type closest to the observed site soils. The fraction of sand, silt and clay will be run through a texture model based on the work of Shirazi and Boersma (1985) to determine pressure (cm) vs. water content (- negative). The average grain diameter in the second column can be changed, but these are typical representative values. The user needs to enter a dry bulk density for the soil in the Dry Bulk Density text box. The dry bulk density must be less than 2.65 g/cm3 (2.65 g/cm3 being the density of solid rock material). This is needed to determine saturated conductivity for the soil using the method of Campbell (1985). When satisfied with the percentages of sand, silt and clay and the bulk density, click on [Run]. After running the soil texture diagram, the generated input file is used in the Retention and/or K or D model to determine the van Genuchten hydraulic parameters.
The different colored soil zones are guideposts to average soil types. After clicking on a soil type, the user can drag the soil marker through the triangle to obtain the desired percentages for sand, silt and clay. Also, the text boxes can be edited directly, but the sum of all three must equal 100%.

USDA Typical Soil Values

Data Sources|USDA Typical Values
There are up to 12 different soil types included.
The user can select the parameter for the soil of his/her interest.
After selecting the soil type, the retention curve model will run a direct problem (parameters are not changed) and generate the retention curve data.
Use this form to pick typical USDA values according to Rawls et al. (1982) or Carsel and Parrish (1988). Select the soil type to run through the retention curve model, then press [Accept and Run]. Some run parameters can be set on the Run Options screen, then select [Run]. [Run] opens the Soil Parameter Estimator graphing module. To get back to the USDA values select Window from the main menu. Select another soil type, press [Accept and Run] and the Soil Parameter Estimator graphs the new data. A list of the tables represented here are included along with further discussion of typical USDA values.
Flip between Rawls et al. values and Carsel and Parrish values.

SOILPARA's USDA typical values allows the user to select:

Average values for soil water retention parameters and saturated hydraulic conductivity for major soil textural groups according to Rawls et al. (1982) or Carsel and Parrish (1988).
Values returned by this soil selection include:

(L) A pore-connectivity parameter
M parameter (= 1 - 1/n)
N parameter

Retention Curve Program

Data Sources|Retention and/or K or D Data
The retention and/or conductivity (K) or diffusivity (D) model is based on the EPA model RETC by M. Th. van Genuchten, F. J. Leij and S. R. Yates. Appendix A in the Soil Parameter Estimator User's Guide has the full theoretical background of RETC. The user can create and save new project files for retention and/or K or D options, or open old files. All data entry boxes are set to default values or recommended values at startup. Double click on any box to receive a brief description of each variable.
The retention curve program can be used to run a direct problem (given parameters in the constitutive model, the retention curve showing moisture content vs. suction can be graphed) or when moisture content vs. suction and/or K vs. moisture content or suction, or D vs. moisture content is available, the retention curve program can be used to estimate up to 7 parameters in the soil moisture constitutive model. To use laboratory data the user needs to write an input file. There are six steps to the retention curve pre-processor.


Results|Graphing and Final Parameters
Graph output data from any of the Data Sources methods by opening the output file desired. Click on [Read Data] to open a graph file for a retention curve (.rtn), or for conductivity or diffusivity (.con). The graphing module will not open the soil parameter output file .spo, but all necessary data in the output file is contained in the .rtn and .con files. Print directly from this graphing package or output a Windows metafile for use in reports.
There is a tool bar available for customizing the graph. Hold the mouse cursor over the tool bar and a pop-up help box will describe the button action. While there are a number of options in the style gallery, only line graph is appropriate for SOILPARA. All options of the graphing menu are available for users wishing to use the flow and transport models that incorporate the SOILPARA to estimate soil hydraulic parameters. The data being displayed in the graph can be viewed by clicking on [View Data].

Final Parameter Values

Results|Graphing and Final Parameters (tab Final Parameter Output)
During the retention curve program run, fitted parameter values will be output to the .spo file, which can be viewed in the output file or on the SOILPARA output page. Select Results, then Graphing and Final Parameters from the main menu. Click on the tab Final Parameter Output at the bottom of the page, then click on [Open File]. Parameters estimated in the last run will be displayed.


Windows 3.x/Windowss 95/Windows NT and 4 MB RAM.

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Incredible NetworksΤελευταία Ενημέρωση 27 Ιουλίου 2004 - Last Revised on July 27, 2004
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