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ABSTRACT
The nonlinear diffusivity form of the flow equation for water in soil was solved numerically subject to the conditions:
(0, t) =
b, t > 0;
(x, 0) =
s, 0 < x < L; 
/
x = 0, x = L, t > 0; and D(
) =
eß
. In these equations
is the volume water content, D(
) is the diffusivity function,
and ß are constants,
b and
s are the constant values of boundary and initial water content, and L is the length of the column. The solution
(x, t) and the flux and cumulative flow across the plane x = 0 were obtained for various values of the parameter
= ß(
s –
b). Both inflow and outflow cases were considered, and the effect of the parameters
and ß on the flow behavior is discussed.
1 Contribution from the Soil and Water Conservation Research Division, ARS, USDA, and the Illinois Agr. Exp. Sta. Supported in part by Research and Marketing Contract No. 12-14-100-5742 (41) between the Board of Trustees of the University of Illinois and the USDA. Presented at a meeting of Div. S-1, Soil Science Society of America, Denver, Colo., Nov. 17–21, 1963.
2 Professor of Soil Physics, University of Illinois; Research Soil Scientist, USDA; and Professor of Mathematics, University of Illinois, Urbana, respectively.
Received for publication November 23, 1964. Accepted for publication January 15, 1965.
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