Immobile Water Content and Mass Exchange
Coefficient of a Field Soil
F. X. M. Casey,* S. D.
Logsdon, R. Horton, and D. B. Jaynes
F. X. M. Casey and R. Horton, Department
of Agronomy, Iowa State University, Ames, Iowa 50011, S. D. Logsdon
and D. B. Jaynes, USDA-Agricultural Research Service (ARS), National Soil
Tilth Laboratory, 2150 Pammel Dr., Ames, Iowa 50011. Journal Paper
No. J-16868 of the Iowa Agriculture and Home Economics Experimental Station,
Ames, Iowa, Project No. 3287, and supported by Hatch Act and State of Iowa
funds. *Corresponding Author.
Immobile Water Content and Mass Exchange
Coefficient of a Field Soil
Abstract
Determining the preferential flow characteristics of a soil is important
because agrichemicals can contaminate groundwater via preferential flow
pathways. A model that predicts solute transport due to preferential
flow is the mobile/immobile solute transport model, which partitions the
total water content (
, m3
m-3) into a mobile fraction (
m)
and an immobile fraction (
im).
Recently, an in situ method was proposed for determining the mobile/immobile
model parameters of
im
and mass exchange coefficient (
)
between the fractions, by using a tension infiltrometer to apply a series
of four fluorobenzoate tracers. The objective of this study was to
test the in situ technique at 47 sites along a transect in a ridge-till
corn field of Nicollet soil (fine-loamy, mixed, mesic Aquic Hapludoll).
The immobile fraction (
im/
)
ranged from 0.394 to 0.952 with a median of 0.622. The mass exchange
coefficient ranged from 0.000237 min-1 to 0.00481 min-1
with a median of 0.00123 min-1. These values are similar
in magnitude and range to values reported by other investigators, and they
follow the same relationships. The values of
im/
and along the transect indicated no obvious spatial trends, nor spatial
correlations. Significant linear correlations did exist between
and soil water flux,
and
im,
and
and
im.
Figure 1 - Jaynes et al. (1995) method used
to estimate immobile water content and mass exchange coefficient at 48
sites in situ. Here are the linear regressions used to the
estimate the transport parameters with the Jaynes et al. (1995) method.
Figure
1a - The flux values along the transect.
Figure
1b - Distribution of measured flux values.
Figure
2a - Immobile water fraction values along
the measurement transect.
Figure
2b - Distribution of immobile water fraction.
Figure
3a - Mass exchange coefficient values along
the measurement transect.
Figure
3b - Distribution of mass exchange coefficient.
Figure 4 - Graph from Kookana et al. (1992)
that shows the plot of log of the mass exchange coefficient with
log of pore water velocity. These values come from seven separate
laboratory studies. Here we plotted our values of mass exchange coefficient
estimated by the Jaynes et al. (1995) method to show that they follow the
same relationship as found by Kookana et al. (1992) and that the values
of mass exchange coefficient fall within the measured values from the seven
different other laboratory studies.