Air Permeability in Undisturbed Volcanic Ash Soils
Predictive Model Test and Soil Structure Fingerprint
Per Moldrup*,a,
Seiko Yoshikawab,
Torben Olesena,
Toshiko Komatsuc and
Dennis E. Rolstond
a Dep. of Environ. Engineering, Aalborg Univ., Sohngaardsholmsvej 57, DK-9000 Aalborg, Denmark
b Osozawa), Dep. of Regional Crops Science, Natl. Agric. Res. Center for Western Region, Senyu 1-3-1, Zentsuji, Kagawa, 765-8508 Japan
c Yamaguchi), Graduate School of Science and Engineering, Saitama University, 255 Shimo-Okub, Saitama, 338-8570 Japan
d Soils and Biogeochemistry, Dep. of Land, Air, and Water Resources, Univ. of California, Davis, CA 95616

View larger version (28K):
[in a new window]
|
Fig. 2. Air permeability (closed symbols; data from this study) and gas diffusivity (open symbols; data from Moldrup et al. (2003) as functions of volumetric soil-water content for Miura 3 Andisol. DP and D0 are the gas diffusivities in soil and free air, respectively. Measurements on three closely spaced 100-cm3 undisturbed soil cores are shown.
|
|

View larger version (27K):
[in a new window]
|
Fig. 6. Air permeability at -100 cm H2O of soil matric potential (ka,100) as a function of soil macroporosity ( 100). Solid line is best-fit line to measured data for the Tsumagoi soils.
|
|

View larger version (18K):
[in a new window]
|
Fig. 7. Soil structure fingerprint (SSF) for 6 Andisols from (a) Tsumagoi, (b) Miura, and (c) Kyushu. The equivalent pore diameter, d, is calculated from measured air permeabilities and gas diffusivities (Eq. [4]).
|
|
Copyright © 2003 by the Soil Science Society of America.