HR: 1340h
AN: H53F-1490 [Abstracts]
TI: Solute Diffusivity of Repacked Volcanic Ash Soil: Effect of Changes in Pore Size Distribution due to Soil Compaction
AU: * Perera, M S
EM: saminthaanne@yahoo.com
AF: Graduate School of Science and Engineering, Saitama University, 225 Shimo-okubo,
Sakura-ku, Saitama, Saitama, 338-8570, Japan
AU: Resurreccion, A C
EM: acresurrecci@up.edu.ph
AF: Graduate School of Science and Engineering, Saitama University, 225 Shimo-okubo,
Sakura-ku, Saitama, Saitama, 338-8570, Japan
AU: Kawamoto, K
EM: kawamoto@post.saitama-u.ac.jp
AF: Graduate School of Science and Engineering, Saitama University, 225 Shimo-okubo,
Sakura-ku, Saitama, Saitama, 338-8570, Japan
AU: Komatsu, T
EM: komatsu@post.saitama-u.ac.jp
AF: Graduate School of Science and Engineering, Saitama University, 225 Shimo-okubo,
Sakura-ku, Saitama, Saitama, 338-8570, Japan
AU: Moldrup, P
EM: pm@bio.aau.dk
AF: Dept. of Biotechnology, Chemistry and Environmental Engineering, Aalborg University,
Sohngaardsholmsvej 57, Aalborg, DK-9000, Denmark
AB:
Diffusion is the dominant spreading mechanism of contaminants dissolved in soil-water in the absence of soil-
water flow. Solute diffusion coefficient, Ds, is a key parameter in investigating the fate and transport of
contaminants from a polluted soil site. However, only a few studies on quantifying Ds as a function of soil-
water content were done, especially for aggregated soils with a dual pore system such as volcanic ash soils
(Andisols). In this study, we investigated the effect of bulk density on pore size distribution, and, consequently, on
solute diffusivity (Ds/Do, where Do is the solute diffusion coefficient in pure water) in repacked
volcanic ash soil taken at 5-10 cm depth at a pasture site in Nishi-Tokyo, Japan. Measurements of Ds were
done on sieved and repacked soil at three bulk densities (0.62 g cm-3 , 0.7 g cm-3, and 0.8 g cm-3
) and at three soil moisture conditions at pF (= log (-ψ; soil-water matric potential in cm H2O)) 1.8, 2,
and 3 for each bulk density. Half-cell method was used to measure Ds where the source and sink half cells (each
cell of 10-cm length and 4.9 cm in diameter) were joined together and the concentration profile was analyzed
after a substantial time to determine Ds. Results showed that at a particular bulk density, Ds
decreased with decreasing degree of saturation. This is expected since as the soil becomes drier, water films
become disconnected resulting in a decrease in Ds. On the other hand, at a particular degree of saturation,
the magnitude of Ds considerably decreases with increasing dry bulk density. As soil is compacted (and
thus the increase in bulk density), the observed pore size distribution obtained from soil-water retention curve
changes where the mainly inter-aggregate large pores become smaller and soil particles become closer to each
other. This reduction in inter-aggregate pore size likely increases the liquid-phase tortuosity resulting in the
decrease in Ds/Do at soil-water content at pF < 3. The soil-water retention point at pF 3 was
observed to be the separation between the inter- and intra-aggregate pore space regions, where the inter-
aggregate pore space was completely drained. Thus at pF close to 3, the difference of Ds/Do among
three bulk densities becomes smaller, probably due to high possibility to ensure continuous water pathways
among intra-aggregate pores caused by inter-connection of aggregate. Although volcanic ash soils are
distributed across around 0.84% of the earth's land surface, only a limited number of studies about solute
diffusion for Andisols are available as compared to numerous studies on water permeability (liquid-phase
convection parameter). Therefore, this study contributes to a valuable data set of solute diffusion coefficient for
volcanic ash soils.
DE: 1875 Vadose zone
SC: Hydrology [H]
MN: 2007 Fall Meeting