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Chapter 5: Two-Phase Gas Transport
Campbell, G.S., and Shiowaza, S., “Prediction of hydraulic properties of soils using particle-size distri-
bution and bulk density data, International Workshop on Indirect Methods for Estimating the Hydraulic
Properties of Unsaturated Soils, University of California, Riverside, CA, 1992.
Corey, A.T., 1986, Mechanics of Immiscible Fluids in Porous Media, Second Edition, Water Resources
Publications.
deMarsily, G., 1986, Quantitative Hydrology, Academic Press, Inc.
Dullien, F.A.L., 1992, Porous Media: Fluid Transport and Pore Structure, Second Edition,Academic Press,
Inc., San Diego.
Falta, R.W., Javandel, I., Pruess, K., and Witherspoon, P.A., 1989, “Density-Driven Flow of Gas in
the Unsaturated Zone Due to the Evaporation of Volatile Organic Compounds,” Water Resourc. Res.,
25:2159–2169.
Heid, J.G., McMahon, J.J., Nielson, R.F., and Yuster, S.T., 1950, “Study of the Permeability of Rocks to
Homogeneous Fluids,” API Drilling and Production Practice, 230–244.
Jones, F.O., and Owens, W.W., 1980, “A Laboratory Study of Low-Permeability Gas Sands,” J. Petroleum
Techology (September 1980), pp. 1631–1640
Jury, W.A., Spencer, W.F., and Farmer, W.J., 1983a, “Behavior Assessment Model for Trace Organics in
Soil: I. Model Development,” J. Environ. Qual., Vol. 12, no. 4, pp. 558–564.
Jury, W.A., Spencer, W.F., and Farmer, W.J., 1983b, Use of Models forAssessing RelativeVolatility, Mobil-
ity, and Persistence of Pesticides and Other Trace Organics in Soils, Hazard Assessment of Chemicals:
Current Developments, Vol. 2, Academic Press.
Jury, W.A., Farmer, W.J., and Spencer, W.F., 1984a, “Behavior Assessment Model for Trace Organics
in Soil: II. Chemical Classification and Parameter Sensitivity,” J. Environ. Qual., Vol. 13, no. 4,
pp. 567–572.
Jury, W.A., Spencer, W.F., and Farmer, W.J., 1984b, “Behavior Assessment Model for Trace Organics in
Soil: III. Application of Screening Model,” J. Environ. Qual., Vol. 13, no. 4, pp. 573–579.
Jury, W.A., Spencer, W.F., and Farmer, W.J., 1984c, “Behavior Assessment Model for Trace Organics in
Soil: IV. Review of Experimental Evidence,” J. Environ. Qual., Vol. 13, no. 4, pp. 580–586.
Jury, W.A., Russo, D., Streile, G., and El Abd, H., 1990, “Evaluation of Volatilization by
Organic Chemicals Residing Below the Soil Surface,” Water Resources Research, Vol. 26, no. 1,
pp 13–20.
Jury, W.A. Gardner, W.R., and Gardner, W.H., 1991, Soil Physics, Fifth Edition, John Wiley & Sons.
Kaviany, M., 1995, Principles of Heat Transfer in Porous Media, Second Edition, Springer-Verlag
New York, Inc., New York. Check 1995 Second Edition.
Luckner, L., van Genuchten, M.Th., and Nielsen, D.R., 1989, “A Consistent Set of Parametric Models
for the Two-Phase Flow of Immiscible Fluids in the Subsurface,” Water Resources Research, Vol. 25,
no. 10, pp. 2187–2193.
McWhorter, D.B., and Sunada, D.K., 1990, “Exact Integral Solutions for Two-Phase Flow,” Water
Resources Research, Vol. 26, no. 3, pp. 399–413.
Millington, R.J., and Quirk, J.M., 1961, “Permeability of porous solids,” Trans. Faraday Soc.,
57:1200–1207.
Mualem, Y., 1976, “A New Model for Predicting the Hydraulic Conductivity of Unsaturated Porous
Media,” Water resources Research, Vol. 12, no. 3, pp. 513–522.
Nield, D.A., and Bejan,A., 1999, Convection in Porous Media, Second Edition, Springer-Verlag NewYork,
Inc., New York.
Parker, J.C., Lenhard, R.J., and Kuppusamy, T., 1987, “A Parametric Model for Constitutive Properties
Governing Multiphase Flow in Porous Media,” Water Resources Research, Vol. 23, no. 4, pp. 618–624.
Reid, R.C., Prausnitz, J.M., and Poling, B.E., 1987, The Properties of Gases & Liquids, Fourth Edition,
McGraw-Hill, Inc..
Reinecke, S.A., and Sleep, B.E., 2002, “Knudsen diffusion, gas permeability, and water content in an
unconsolidated porous medium,” Water Resources Research, Vol. 38, no. 12, p. 1280.
Schaap, M.G., and Leij, F.J., 2000, “Improved Prediction of Unsaturated Hydraulic Conductivity with the
Mualem-van Genuchten Model,” Soil Sci. Soc. Am. J., Vol. 64, pp. 843–851.