Two-dimensional unsaturated flow through a circular inclusion

Water Resources Research

Volumn 38, Issue 7, 2002, Pages 18-1-18-6

  Warrick, A W ^a   Knight, J H ^b  

^a UNIVERSITY OF ARIZONA   (United States)

^b AUSTRALIAN NATIONAL UNIVERSITY   (Australia)

Author keywords

Groundwater hydrology; Irrigation; Modelling; Soil moisture; Unsaturated zone

Indexed keywords

HYDRAULIC CONDUCTIVITY; VELOCITY;

UNSATURATED FLOW;

WATER RESOURCES;

FLOW ANALYSIS; GROUNDWATER; HYDRAULIC CONDUCTIVITY; TWO-DIMENSIONAL FLOW; UNSATURATED FLOW;

GROUNDWATER FLOW; HYDRAULIC CONDUCTIVITY; TWO-DIMENSIONAL FLOW; UNSATURATED FLOW;

EID: 0036661611     PISSN: 00431397     EISSN: None     Source Type: Journal    
DOI: 10.1029/2001wr001041     Document Type: Article

References (10)

1. Barnes, R., and I. Janković, Two-dimensional flow through large numbers of circular inhomogeneities, J. Hydrol., 226, 204-210, 1999.
2. Dwight, H. B., Table of Integrals and Other Mathematical Data, 4th ed., Macmillan, New York, 1961.
3. Gardner, W. R., Some steady state solutions of the unsaturated moisture flow equation with application to evaporation from a water table, Soil Sci., 85, 228-232, 1958.
4. Janković, I., and R. Barnes, Three-dimensional flow through large numbers of spheroidal inhomogeneities, J. Hydrol., 226, 224-233, 1999.
5. Mathsoft, Mathcad User's Guide, Mathsoft, Inc., Cambridge, Mass., 1999.
6. Moon, P., and D. E. Spencer, Field Theory Handbook, Springer-Verlag, New York, 1961.
7. Peck, A. J., Field variability of soil physical properties, in Advances in Irrigation, vol. 2, edited by D. Hillel, pp. 189-221, Academic, San Diego, Calif., 1983.
8. Philip, J. R., Steady infiltration from buried point sources and spherical cavities, Water Resour. Res., 4, 1039-1047, 1968.
9. Philip, J. R., J. H. Knight, and R. T. Waechter, Unsaturated seepage and subterranean holes: Conspectus, and exclusion problem for circular cylindrical cavities, Water Resour. Res., 25, 16-28, 1989.
10. Wheatcraft, S. W., and F. Winterberg, Steady state flow passing through a cylinder of permeability different from the surrounding medium, Water Resour. Res., 21, 1923-1929, 1985.