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| CFITM Model |
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Year: 1980 Version: 1.0
Abstract:
Predictions of solute transport in the field are generally based upon convective-dispersive type transport equations. The one-dimensional form of this equation contains two parameters which must be determined beforehand. They are the dispersion coefficient and a distribution coefficient, the latter acounting for adsorption or exchange between the liquid and solid phases. Both coefficients can be obtained by fitting an analytical solution of the one-dimensional convective-dispersive transport equation to observed column effluent data. CFITM describes a non-linear least-squares curve-fitting computer model which may be used for that purpose. The program considers analytical solutions of the convection-dispersion equation for both finite and semi-infinite porous media.
The code comes with a user manual giving detailed instructions for data input preparation. Sample input and output files are also provided.
Reference:
M. Th. van Genuchten. 1980. Determining Transport Parameters from Solute Displacement Experiments, Version 1.0. Research Report No. 118, U.S. Salinity Laboratory, USDA, ARS, Riverside, California.
Contact Person: The program and manual are available upon request from:
Walter Russell USDA-ARS U.S. Salinity Laboratory 450 W Big Springs Road Riverside, CA 92507-4617
Tel: 951-369-4850 Fax: 951-342-4964 Walt.Russell@ars.usda.gov
Technical contact: Todd Skaggs USDA-ARS U.S. Salinity Laboratory 450 W Big Springs Road Riverside, CA 92507-4617
Tel: 951-369-4853 Fax: 951-342-4964 Todd.Skaggs@ars.usda.gov |
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Last Modified: 05/31/2012
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