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Volumn 287, Issue , 2000, Pages 529-542

Incorporating near-surface processes in modeling moisture movement in soils

Author keywords

[No Author keywords available]

Indexed keywords

EVAPOTRANSPIRATION; GEOTECHNICAL ENGINEERING; GROUNDWATER; INFILTRATION; MOISTURE; SLOPE STABILITY; SOIL MECHANICS; SOIL MOISTURE; SOILS; WATER SUPPLY;

EID: 58749102244     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40510(287)35     Document Type: Conference Paper
Times cited : (1)

References (16)
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    • Hakonson, T. E., Maines, K. L., Warren, R. W., Bostick, K. V., Trujillo, G., Kent, J. S., and Lane, L. J. (1994). "Hydrologic Evaluation of Four Landfill Cover Designs at Hill Air Force Base, Utah." LAUR-93-4469, Los Alamos National Laboratory, Los Alamos, NM.
    • (1994) LAUR-93-4469
    • Hakonson, T.E.1    Maines, K.L.2    Warren, R.W.3    Bostick, K.V.4    Trujillo, G.5    Kent, J.S.6    Lane, L.J.7
  • 5
    • 0031030542 scopus 로고    scopus 로고
    • Capillary Barriers and Subtitle D Covers: Estimating Equivalency
    • Morris, C. E., and Stormont, J. C. (1997a). "Capillary Barriers and Subtitle D Covers: Estimating Equivalency." Journal of Environmental Engineering, 123(1), 3-10.
    • (1997) Journal of Environmental Engineering , vol.123 , Issue.1 , pp. 3-10
    • Morris, C.E.1    Stormont, J.C.2
  • 6
    • 0342869828 scopus 로고    scopus 로고
    • Numerical simulations of capillary barrier field tests
    • St. Petersburg, Florida, USA
    • Morris, C. E., and Stormont, J. C. (1997) "Numerical simulations of capillary barrier field tests." International Containment Technology Conference, St. Petersburg, Florida, USA, 275-281.
    • (1997) International Containment Technology Conference , pp. 275-281
    • Morris, C.E.1    Stormont, J.C.2
  • 7
    • 85001863278 scopus 로고    scopus 로고
    • Discussion and closure for 'Capillary Barriers and Subtitle D Covers: Estimating Equivalency'
    • Morris, C. E., and Stormont, J. C. (1998a). "Discussion and closure for 'Capillary Barriers and Subtitle D Covers: Estimating Equivalency'." Journal of Environmental Engineering, 124(5), 483-484.
    • (1998) Journal of Environmental Engineering , vol.124 , Issue.5 , pp. 483-484
    • Morris, C.E.1    Stormont, J.C.2
  • 8
    • 0032173331 scopus 로고    scopus 로고
    • Evaluation of numerical simulations of capillary barrier field tests
    • Morris, C. E., and Stormont, J. C. (1998b). "Evaluation of numerical simulations of capillary barrier field tests." Geotechnical and Geological Engineering, 16(3), 201-214.
    • (1998) Geotechnical and Geological Engineering , vol.16 , Issue.3 , pp. 201-214
    • Morris, C.E.1    Stormont, J.C.2
  • 9
    • 0027386310 scopus 로고
    • On numerical modeling of capillary barriers
    • Oldenburg, C. M., and Pruess, K. (1993). "On numerical modeling of capillary barriers." Water Resources Research, 29(4), 1045-1056.
    • (1993) Water Resources Research , vol.29 , Issue.4 , pp. 1045-1056
    • Oldenburg, C.M.1    Pruess, K.2
  • 10
    • 0342869825 scopus 로고
    • Increasing the Diversion Length of Capillary Barriers
    • University of New Mexico, Albuquerque
    • Pease, R. E. (1995). "Increasing the Diversion Length of Capillary Barriers," Master of Science, University of New Mexico, Albuquerque.
    • (1995) Master of Science
    • Pease, R.E.1
  • 11
    • 0025626218 scopus 로고
    • The Diversion Capacity of Capillary Barriers
    • Ross, B. (1990). "The Diversion Capacity of Capillary Barriers." Water Resources Research, 26(10), 2625-2629.
    • (1990) Water Resources Research , vol.26 , Issue.10 , pp. 2625-2629
    • Ross, B.1
  • 12
    • 58749087201 scopus 로고    scopus 로고
    • Schroeder, P. R, Aziz, N. M, Lloyd, C. M, and Zappi, P. A, 1994, The Hydrologic Evaluation of Landfill Performance (HELP) Model: Engineering Documentation for Version 3. /600/9-94/xxx, U.S. Environmental Protection Agency Risk Reduction Engineering Laboratory, Cincinnati, OH
    • Schroeder, P. R., Aziz, N. M., Lloyd, C. M., and Zappi, P. A. (1994). "The Hydrologic Evaluation of Landfill Performance (HELP) Model: Engineering Documentation for Version 3." /600/9-94/xxx, U.S. Environmental Protection Agency Risk Reduction Engineering Laboratory, Cincinnati, OH.
  • 13
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    • Stormont, J. C. (1995). The Performance of Two Capillary Barriers During Constant Infiltration. Landfill Closures ...Environmental Protection and Land Recovery, R. J. Dunn and U. P. Singh, eds., American Society of Civil Engineers, New York, 77-92.
    • Stormont, J. C. (1995). "The Performance of Two Capillary Barriers During Constant Infiltration." Landfill Closures ...Environmental Protection and Land Recovery, R. J. Dunn and U. P. Singh, eds., American Society of Civil Engineers, New York, 77-92.
  • 15
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    • A closed-form equation for predicting the hydraulic conductivity of unsaturated soils
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    • (1980) Soil Science Society of America Journal , vol.44 , pp. 892-898
    • van Genuchten, M.T.1


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