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ABSTRACT
A procedure for repetitive determinations of soil hydraulic properties is based on the assumption that the functional relationships between soil water content (
) and soil water pressure head (h), and between the hydraulic conductivity (K) and h, can be expressed mathematically. The parameters in the mathematical expression are: saturated hydraulic conductivity (Ks) and water content (
s), residual (or irreducible) water content (
r), water entry value of h (hw), and the parameters
and ß, characterizing the pore size distribution of the soil. Values of Ks and hw are measured by the air-entry permeameter of H. Bouwer. The parameters
and ß were calculated with measured values of Ks, hw,
s,
r, and the sorptivity, S, as measured by C. Dirksen's method. The variability in the determination of the K(
) function is evaluated in the field, from 30 measurements of each of the six parameters made in a single 2 by 2 m site. This variability is smaller than the variability of K(
) as calculated from a simulation of a transient drainage. The K(h) and
(h) functions are rapidly obtained and thus suitable for performing large numbers of measurements for the determination of the probability density functions (and joint probability density functions) of the soil hydraulic conductivity, K(
), and soil water retentivity, h(
), functions.
1 Contribution from the Agricultural Research Organization, The Volcani Center, Bet Dagan, Israel. no. 171-E, 1979 series.
2 Graduate Research Assistant and Soil Physicist, respectively, Division of Soil Physics, ARO, Bet Dagan, Israel.
Received for publication May 30, 1979. Accepted for publication February 20, 1980.
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