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Volumn 37, Issue 4, 1999, Pages 625-632

Significance of unsaturated flow and seepage faces in the simulation of steady-state subsurface flow

Author keywords

[No Author keywords available]

Indexed keywords

SEEPAGE; STEADY FLOW; UNSATURATED FLOW;

EID: 0032798294     PISSN: 0017467X     EISSN: None     Source Type: Journal    
DOI: 10.1111/j.1745-6584.1999.tb01151.x     Document Type: Article
Times cited : (27)

References (15)
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    • A general mass-conservative numerical solution for the unsaturated flow equation
    • Celia, M.A., E.T. Bouloutas, and R.L. Zarba. 1990. A general mass-conservative numerical solution for the unsaturated flow equation. Water Resour. Res. 26, no. 7: 1483-1496.
    • (1990) Water Resour. Res. , vol.26 , Issue.7 , pp. 1483-1496
    • Celia, M.A.1    Bouloutas, E.T.2    Zarba, R.L.3
  • 4
    • 0022011423 scopus 로고
    • The dual formulation of flow for contaminant transport modeling. 1. Review of theory and accuracy aspects
    • Frind, E.O., and G.B. Matanga. 1985. The dual formulation of flow for contaminant transport modeling. 1. Review of theory and accuracy aspects. Water Resour. Res. 21, no. 2: 159-169.
    • (1985) Water Resour. Res. , vol.21 , Issue.2 , pp. 159-169
    • Frind, E.O.1    Matanga, G.B.2
  • 6
    • 85069257842 scopus 로고
    • Models for subsurface drainage
    • Ft. Collins, Colorado: Colorado State University
    • Hedstrorn, W.E., A.T. Corey, and H.R. Duke. 1971. Models for subsurface drainage. Hydrology Paper No. 48. Ft. Collins, Colorado: Colorado State University.
    • (1971) Hydrology Paper No. 48 , vol.48
    • Hedstrorn, W.E.1    Corey, A.T.2    Duke, H.R.3
  • 7
    • 0029656704 scopus 로고    scopus 로고
    • A moving mesh algorithm for 3D regional ground water flow with water table and seepage face
    • Knupp, P. 1996. A moving mesh algorithm for 3D regional ground water flow with water table and seepage face. Adv. Water Resources 19, no. 2: 83-95.
    • (1996) Adv. Water Resources , vol.19 , Issue.2 , pp. 83-95
    • Knupp, P.1
  • 8
    • 0031581592 scopus 로고    scopus 로고
    • Numerical solution of 3D ground water flow involving free boundaries by a fixed finite element method
    • Larabi, A., and F. De Smedt. 1997. Numerical solution of 3D ground water flow involving free boundaries by a fixed finite element method. J. Hydrol. 201, noq. 1-4: 161-182.
    • (1997) J. Hydrol. , vol.201 , Issue.1-4 , pp. 161-182
    • Larabi, A.1    De Smedt, F.2
  • 10
    • 34247647193 scopus 로고
    • Capillary conduction of liquids through porous mediums
    • Richard, L.A. 1931. Capillary conduction of liquids through porous mediums. Physics 1, 318-333.
    • (1931) Physics , vol.1 , pp. 318-333
    • Richard, L.A.1
  • 14
    • 0019057216 scopus 로고
    • A closed-form equation for predicting the hydraulic conductivity of unsaturated soils
    • van Genuchten, M.Th. 1980. A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci. Soc. Am. J. 44, no. 5: 892-898.
    • (1980) Soil Sci. Soc. Am. J. , vol.44 , Issue.5 , pp. 892-898
    • Van Genuchten, M.Th.1
  • 15
    • 0042006808 scopus 로고
    • A three-dimensional finite-element model of transient free surface flow in aquifers
    • ed. X.A. Peters et al., Netherlands: Kluwer Academic Pub.
    • Yeh, G.-T., J.-R. Chen, and J.A. Bensabat. 1994. A three-dimensional finite-element model of transient free surface flow in aquifers. In Computational Methods in Water Resources, ed. X.A. Peters et al., 131-138. Netherlands: Kluwer Academic Pub.
    • (1994) Computational Methods in Water Resources , pp. 131-138
    • Yeh, G.-T.1    Chen, J.-R.2    Bensabat, J.A.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.