參考文獻 |
[1] van Genuchten, M. Th., “Determining transport parameters from solute displacement experiments”, Research Report, Vol. 118, U.S. Salinity Lab., Riverside, CA., 1980.
[2] van Genuchten, M. Th., “Non-equilibrium transport parameters from miscible displacement experiments”, Research Report, Vol. 119, U.S. Salinity Lab., Riverside, CA., 1981.
[3] Yeh, G.T., “AT123D: Analytical Transient One-, Two-, and Three-Dimensional Simulation of Waste Transport in the Aquifer System”, ORNL-5602, Oak Ridge National Laboratory, 1981.
[4] Jury, W. A., Spencer, W. F., and Farmer. W. J., “Behavior assessment model for trace organics in soil: I. Description of model”, Journal of Environmental Quality, Vol. 12(4), pp. 558-564, 1983.
[5] van Genuchten, M. Th., “Convective-dispersive transport of solutes involved in sequential first-order decay reactions”, Computers and Geosciences, Vol. 11(2) , pp. 129-147, 1985.
[6] Wexler, E.J., “Analytical solutions for one-, two- and three-dimensional solute transport in groundwater systems with uniform flow. U. S. Geological Survey”. Techniques of Water Resources Investigations, Book 3, Chapter B7, 190 pp, 1992.
[7] Leij, F. J., and Bradford, S. A., “3DADE: A computer program for evaluating three-dimensional equilibrium solute transport in porous media”, Research Report, No. 134. Riverside, Cal.: USDA-ARS U.S. Salinity Laboratory, 1994.
[8] Leij, F. J., and Bradford, S. A., “N3DADE: A computer program for evaluating nonequilibrium three-dimensional equilibrium solute transport in porous media”, Research Report, No. 143. Riverside, Cal.: USDA-ARS U.S. Salinity Laboratory, 1997.
[9] Newell, C.J., McLeod, R.K., and Gonzales, J., “BIOSCREEN Naturel Attenuation Decision Support System, User’s Manual Version 1.3”, EPA/600/R-96/087. USEPA Office of Research and Development, Washington, D.C., 1996.
[10] Toride, N., Leij, F. J., and van Genuchten, M. Th., “The CXTFIT code for estimating transport parameters from laboratory or field tracer experiments. Version 2.1”, Research Report No. 137. Riverside, Cal.: USDA-ARS U.S. Salinity Laboratory, 1999.
[11] Aziz, C.E., C.J., Newell, J.R. Gonzales, P.E. Haas, T.P. Clement, and T. Sun, “BIOCHLOR Natural Attenuation Decision Support System, User’s Manual Version 1.0”, EPA/600/R-00/008, USEPA Office of Research and Development, Washington D.C., 2000.
[12] Chen, J. S., and Liu, C. W., “Generalized analytical solution for advection-dispersion equation in finite spatial domain with arbitrary time-dependent inlet boundary condition”, Hydrology and Earth System Sciences, Vol. 15(8), pp. 2471-2479, 2011.
[13] Chen, J. S., Liu, C. W., Liang, C. P., Lai, K. H., “Generalized analytical solutions to sequentially coupled multi-species advective-dispersive transport equations in a finite domain subject to an arbitrary time-dependent source boundary condition”, Journal of Hydrology, Vol. 456-457, pp. 101-109, 2012.
[14] van Genuchten, M. Th., and Parker, J. C., “Boundary conditions for displacement experiments through short laboratory soil columns”, Soil Science Society of America Journal,Vol.48(4), pp.703-708, 1984.
[15] Parker, J. C. and van Genuchten, M. Th., “Flux-averaged and volume-averaged concentrations in continuum approaches to solute transport”, Water Resources Research,Vol.20(7), pp.866-872, 1984.
[16] Parlange, J. Y., Barry, D. A. and Starr, J. L., “Comments on “Boundary conditions for displacement experiments through short laboratory soil columns” ”, Soil Science Society of America Journal, Vol.49(5), pp.1325, 1985.
[17] Kreft, A. and Zuber, A., “Comment on “Flux averaged and volume averaged concentrations in continuum approaches to solute transport” ”, Water Resources Research, Vol.22, pp.1157 -1158, 1986.
[18] Pérez Guerrero, J. S. P., Pimentel, L. C. G., Skaggs, T. H., and van Genuchten, M. Th., “Analytical solution of the advection-diffusion transport equation using a change-of-variable and integral transform technique”, International Journal of Heat and Mass Transfer, Vol. 52, pp.3297-3304, 2009.
[19] Parlange, J. Y. and Starr, J. L., “Dispersion in soil column: effect of boundary conditions and irreversible reactions”, Soil Science Society of America Journal, Vol.42, pp.15-18, 1978.
[20] Parlange, J. Y., Starr, J. L., van Genuchten, M. Th., Barry, D. A., and Parker, J. C., “Exit condition for miscible displacement experiments in finite columns”, Soil Science, Vol.153(3), pp.165-171, 1992.
[21] Chen, J. S., Chen, J. T., Liu, C. W., Liang, C. P., and Lin, C. W., “Analytical solutions to two-dimensional advection-dispersion equation in cylindrical coordinates in finite domain subject to first- and third-type inlet boundary conditions”, Journal of Hydrology, Vol.405, pp. 522-531, 2011.
[22] Zheng, C. and Bennett, G. D., “Applied Contaminant Transport Modeling, 2nd Edition”, Hoboken, NJ: Wiley, pp. 282-283, 2002.
[23] Cotta, R. M., “Integral Transforms in Computational Heat and Fluid Flow”, CRC Press, Boca Raton, FL, 1993.
[24] Adrian, D. D., Yu, F. X., and Barbe, D., ‘‘Water quality modelling for a sinusoidally varying waste discharge concentration’’, Water Research, Vol. 28, pp. 1167-1174, 1994.
[25] Clement, T. P., Johnson, C. D., Sun, Y., Klecka, G. M., and Bartlett, C., “Natural attenuation of chlorinated ethane compounds: model development and field-scale application at the Dover site”, Journal of Contaminant Hydrology, Vol. 42, pp. 113-140, 2000.
|