Three-dimensional analytical solutions for unsaturated seepage problem

Journal of Hydrologic Engineering

Volumn 3, Issue 3, 1998, Pages 193-201

  Boger, Michael ^a  

^a TECHNION ISRAEL INSTITUTE OF TECHNOLOGY   (Israel)

Author keywords

[No Author keywords available]

Indexed keywords

ANISOTROPY; BOUNDARY CONDITIONS; FLOW OF FLUIDS; HYDROLOGY; INFILTRATION; LAND FILL; MATHEMATICAL MODELS; SOILS; TENSORS;

CONDUCTIVITY TENSOR; POWER SERIES METHOD;

SEEPAGE;

SEEPAGE; SOIL;

SEEPAGE; SOIL HYDROLOGY;

EID: 0032122366     PISSN: 10840699     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)1084-0699(1998)3:3(193)     Document Type: Article

References (10)

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2. Boger, M. (1998). "Solutions of unsaturated seepage problem by power-series method." J. Hydrologic Engrg., ASCE, 3(3), 182-192.
3. Childs, E. C., and Collis-George, N. (1950). "The permeability of porous materials." Proc. Roy. Soc., 201a, 392-405.
4. Davidson, J. M., Nilsen, D. R., and Biggar, J. W. (1963). "The measurement and description of water flow through Columbia silt loam and hesperia sandy loam." Hilgardia, 34, 601-617.
5. Gardner, W. R. (1958). "Some steady-state solutions of the unsaturated moisture flow equation with application to evaporation from a water table." Soil Sci., 85, 228-232.
6. Irmay, S. (1961). "Unsteady flow through porous materials." Proc., 9th Conf. Int. Assn. Hydr. Res., 414-427.
7. Korn, G. A. and Korn, T. M. (1968). Mathematic handbook for scientists and engineers. McGraw-Hill Book Co., Inc., New York, N.Y.
8. Philip, J. R. (1968). "Steady infiltration from buried point sources and spherical cavities." Water Resour. Res., 4, 1039-1047.
9. van Genuchten, M. T. (1980). "A closed-form equation for predicting the hydraulic conductivity of unsaturated soils." Soil Sci. Soc. Am. Proc., 44, 892-898.
10. Zaslavsky, D., and Sinai, G. (1981). "Surface hydrology: 3. Cause of lateral flow." J. Hydr. Div., ASCE, 107(1), 37-52.