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ABSTRACT
Monte-Carlo data generation techniques were used to obtain 200 pairs multivariate lognormal values of the physical parameters D (dispersion coefficient) and v (pore-fluid velocity) which appear in the differential equation describing downward leaching of a noninteracting solute in the soil profile under steady-state percolation. The time (tmax), at which the maximum concentration is attained at given soil depth L after a pulse input of solute has been applied at the soil surface for a time to, was obtained for each pair of generated D and v values. Values of the ratio
L/
tmax representing the average rate of movement of the maximum concentration between two depths were also calculated. The effect of changes in the variance of v and the levels of correlation between D and v on the frequency distributions of tmax–t0 was investigated. The lognormal and gamma distributions were fitted to the calculated distributions of tmax–t0. Good fits were obtained with both theoretical distributions to the values of tmax–t0. The lognormal distribution was better in describing the values of
L/
tmax. The parameters and properties of these calculated distributions were sensitive to changes in the variance of v but were less sensitive to changes in the correlation between D and v. The ensemble average of 200 concentration versus time curves was computed by substituting the generated parameters D and v in the solution to the differential equation. This curve was compared to that obtained using the sample mean values of D and v. The dissimilarity between these curves was sensitive to changes in the variance of v.
1 Contribution from Dep. of Soil & Environmental Sciences, Univ. of California, Riverside, 92521.
2 Respectively, Associate Research Scientist, Texas A&M Univ., College Station; Soil Scientist, Dep. Nacional de Plantas Oleaginosas, I.N.I.A. Spain; Professor, Univ. of California, Riverside.
Received for publication October 5, 1983. Accepted for publication December 6, 1984.
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