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Steady Infiltration from Buried, Surface, and Perched Point and Line Sources in Heterogeneous Soils: II. Flow Details and Discussion¹

ABSTRACT

Part I (Philip, 1972) developed physically relevant source solutions of the quasilinearized steady infiltration equation, generalized to apply to heterogeneous soils with conductivity depending exponentially on both moisture potential and depth. This paper discusses the results in further detail, and includes graphs of a wide range of solutions.

¹ Contribution from CSIRO, Australia.

² Chief, CSIRO Division of Environmental Mechanics, P.O. Box 821, Canberra City, A.C.T., 2601, Australia, and Experimental Officer, CSIRO Division of Mathematics and Statistics, P.O. Box 1965, Canberra City, A.C.T. 2601, Australia, respectively.

Received for publication January 16, 1974. Accepted for publication January 10, 1975.