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CSIRO Land and Water, G.P.O. Box 1666, Canberra ACT 2601, Australia
*Corresponding author (val.snow{at}cbr.clw.csiro.au).
ABSTRACT
Single-tracer and sequential-tracer techniques for directly measuring the immobile water content,
im, and a sequential-tracer technique for measuring the solute transfer rate coefficient,
, have been proposed. These techniques have not been subjected to a comprehensive analysis of their assumptions, nor of the errors resulting if those assumptions are violated. Here, an analytical solution to the mobile-immobile convection-dispersion equation was used to assess the range of soil and sampling conditions that can lead to accurate estimates of
im and
. Both techniques were shown to result in considerable error in soils possessing high dispersivity (
) and high
when conductivity (q) was low, or if sampling was done when the cumulative infiltration (I) was too small. For a wide range of conditions, the single-tracer technique resulted in estimates of
im within 15% of the true value if sampling took place when q > 10 mm h-1, I >
, and sampling time <1.25 h. The value of
m/
had only a small effect on appropriate sampling conditions. Sampling conditions were more restrictive for the sequential-tracer technique than for the single-tracer technique. When
m/
0.6, if
5 mm and q > 10 mm h-1, and I > 30 mm, acceptable values of
im and
were calculated. Sampling conditions became more restrictive as
increased. If
> 20 mm, there seemed little possibility for obtaining reasonable estimates of either
im or
. Sampling conditions varied strongly with
m/
, becoming more lenient as
m/
decreased.
Received for publication April 29, 1998.
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