REFERENCES   Bear, J., 1972. Dynamics of Fluids in Porous Media, American Elsevier, New York.

Bear, J., 1979. Hydraulics of Groundwater, McGraw-Hill, New York, pp. 567.

Cranwell, R.M., and M. Reeves, 1981. User's Manual for the Sandia Waste-Isolation Flow and Transport Model (SWIFT), Release 4.81, NUREG/CR-2324, SAND81/2516, Sandia National Laboratories, Albuquerque, New Mexico.

DeWiest, R.J.M., 1966. On the Storage coefficient and the equations of groundwater flow, J. Geophysics Research, 71, pp. 1117-1122.

Dillon, R.T., R.B. Lantz, and S.B. Pahwa, 1978. Risk Methodology for Geologic Disposal of Radioactive Waste: The Sandia Waste-Isolation Flow and Transport (SWIFT) Model, NUREG/CR-0424, SAND78-1267 Sandia National Laboratories, Albuquerque, NM.

Finley, N.C. and M. Reeves, 1981. SWIFT Self-Teaching Curriculum: Illustrative Problems to Supplement the User's Manual for the Sandia Waste-Isolation Flow and Transport Model (SWIFT), NUREG/CR-1968, SAND81-0410, Sandia National Laboratories, Albuquerque, New Mexico.

Intera, 1979. Revision of the Documentation for a Model for Calculating Effects of Liquid Waste Disposal in Deep Saline Aquifers, US Geological Society, WRI 79-96, Reston, Virginia.

Intercomp, 1976. A Model for Calculating Effects of Liquid Waste Disposal in Deep Saline Aquifer, U.S. Geological Society, WRI 76-61, Reston, Virginia.

McDonald, M.G., and A.W. Harbaugh, 1988. A Modular Three-Dimensional Finite-Difference Groundwater Flow Model, Techniques of Water Resources Investigation, Ch. A1, Book 6, U.S. Geological Survey, Washington, DC.

Mercer, J.W., B.H. Lester, S.D. Thomas, and R.L. Bartel, 1986. Simulation of saltwater intrusion in Volusia County, Florida, Water Resources Bulletin, 22(6):951-965.

Pollock, D.W., 1989. Documentation of Computer Programs to Compute and Display Pathlines using results from the U.S. Geological Survey Modular Three-dimensional Finite-Difference Ground-Water Model, U.S. Geological Survey, Open File 89-381, Reston, Virginia, 81 pp.

Reeves, M., D.S. Ward, and P.S. Huyakorn, 1984. Finite-difference solution of transport in a doublet flow field using curvilinear coordinates, American Geophysical Union, Spring Meeting (May 14-17) Cincinnati, Ohio.

Reeves, M., D.S. Ward, N.D. Johns, and R.M. Cranwell, 1986a. Theory and Implementation of SWIFT II, The Sandia Waste-Isolation Flow and Transport Model for Fractured Media, Release 4.84, NUREG/CR-3328, SAND83-1159, Sandia National Laboratories, Albuquerque, New Mexico.

Reeves, M., D.S. Ward, P.A. Davis, and E.J. Bonano, 1986b. SWIFT II Self-Teaching Curriculum: Illustrative Problems for the Sandia Waste-Isolation Flow and Transport Model for Fractured Media, NUREG/CR-3925, SAND84-1586, Sandia National Laboratories, Albuquerque, New Mexico.

Reeves, M., D.S. Ward, N.D. Johns, and R.M. Cranwell, 1986c. Data Input Guide for SWIFT II, The Sandia Waste-Isolation Flow and Transport Model for Fractured Media, Release 4.84, NUREG/CR-3161, SAND83-0242, Sandia National Laboratories, Albuquerque, New Mexico.

Ward, D.S., and M. Reeves, 1983. Verification and validation of the SWIFT model, Poster Session, Material Research Society Conference (November 14-17), Boston, Massachusetts.

Ward, D.S., M. Reeves, and L.E. Duda, 1984. Verification and Field Comparison of the Sandia Waste-Isolation Flow and Transport Model (SWIFT), NUREG/CR-3316, SAND83-1154, Sandia National Laboratories, Albuquerque, New Mexico.

Ward, D.S., D.R. Buss, J.W. Mercer, and S. Hughes, 1987. A telescopic mesh refinement modeling approach as applied to a hazardous waste site, Water Resources Research, 23(4):603-617.

Ward, D.S., 1991. Data Input Guide for SWIFT/386, Version 2.52, GeoTrans, Sterling, VA.

Ward, D.S., A.H. Harrover, and A.L. Vincent, 1993. Data Input Guide for SWIFT/486, Version 2.53, GeoTrans, Sterling, VA.