Whitfield,C.J., Watmough,S.A., Aherne,J.
and Dillon,P.J.(2006): A comparison of weathering rates for
acid-sensitive catchments in Nova Scotia, Canada and their impact
on critical load calculations. Geoderma, 136,
899-911.
『カナダのノヴァ・スコシアの酸性条件に敏感な集水域での風化速度の比較およびそれらの臨界負荷計算に対する影響』
『Abstract
Critical loads are strongly dependent on the rate of release
of base cations from the soil matrix. This study compares five
commonly used methods for estimating weathering rates at five
acid-sensitive catchments across Nova Scotia, Canada. Three of
the methods (Zr Depletion, Clay content, and the PROFILE model)
are based on soil profiles and consider only the rooting zone,
whereas the two remaining methods (the soil acidification model
MAGIC and catchment Mass Balance Deficit) are catchment-based,
and account for contributions from all soils within a catchment.
Each weathering estimate method resulted in similar values among
the five catchments, indicating similar sensitivity to acidic
deposition among the study areas. Base cation weathering estimates
were very low using the three soil profile-based methods, with
rates varying from 3 to 13 mmolc m-2
a-1. In contrast, catchment-based methods predicted
base cation weathering rates an order of magnitude higher (60
to 155 mmolc m-2 a-1),
possibly due to spatial heterogeneity of the soil deposits, and
contributions from deeper soil (till). Critical load (sulphur
and nitrogen) estimates using the profile-based weathering rates
indicate that critical loads for forest soils are currently exceeded
all catchments by 23 to 61 mmolc m-2
a-1. Predicted future reductions in acidic deposition
should reduce the magnitude of critical load exceedance, but will
not result in the catchments reaching a non-exceeded state.
Keywords: Weathering; Base cations; Acid-sensitive soil; Critical
load; Nova Scotia』
1. Introduction
2. Methods
2.1. Study area
2.2. Sample collection/preparation
2.3. Physical parameters
2.4. Chemical parameters
2.4.1. pH measurement
2.4.2. Base cation extraction and analysis
2.4.3. Weathering estimates
2.4.4. Zirconium Depletion method
2.4.5. Clay Content method
2.4.6. The PROFILE model
2.4.7. The MAGIC model
2.4.8. Mass balance deficit
2.4.9. Critical loads
3. Results and discussion
3.1. Soil properties
3.2. Weathering estimates
3.3. Critical loads
3.4. Uncertainty
4. Conclusions
Acknowledgements
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