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SOIL PROPERTIES, CONDITION AND SOIL LOSSES FOR SOUTH AND EAST BRAZILIAN FOREST AREAS

by Avanzi, Junior Cesar, PhD


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relationship between SR and Feo/Fed ratio equal -0.56 (Table 4). However,
we considered besides Oxisols, less weathered soils, as Inceptisol. Usually,
Oxisols are composed predominantly of kaolinite, gibbsite, goethite and
hematite, which form extremely stable aggregates (Lima & Anderson, 1997;
Ajayi et al., 2009).
Studies performed under rainfall simulator showed that soils with
the highest clay content produced low runoff and a low sediment
concentration (Lado et al., 2004; Mamedov et al., 2002) due the large size of
the entrained particle (Mamedov et al., 2002). Thus, a combination of low
runoff and low sediment concentration in runoff resulted in smaller soil
losses. Nevertheless, soil loss data obtained through USLE-plots under
natural rainfall data compiled from Martins (2005), Oliveira (2006) and
Oliveira (2008), which encompassed the studied area did not show a
correlation with clay content (Table 4). However, soil loss showed a weak
relationship with silt content, which can produce surface sealing in bare soils
increasing runoff and then soil losses.

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TABLE 4 Pearson correlation matrix of soil properties under eucalypt cultivated forest in Brazil.

SR MGD TP K factor AUSLE CEC OM Clay Silt Sand Fed Fes Feo/Fed Fed/Fes SiO2 Al2O3
SR 1.00
MGD 0.20 1.00
TP 0.03 -0.28 1.00
K factor -0.56 0.47 -0.67 1.00

AUSLE 0.33 0.03 -0.52 0.45 1.00

CEC 0.24 -0.15 0.81** -0.37 -0.20 1.00
OM 0.59 0.13 0.51 -0.36 0.22 0.84*** 1.00
Clay 0.63* 0.39 0.56 -0.87* -0.02 0.57 0.71** 1.00
Silt 0.17 -0.61 -0.02 -0.10 0.69* 0.25 0.37 -0.15 1.00
Sand -0.68* -0.14 -0.54 0.84* -0.26 -0.66* -0.85*** -0.92*** -0.26 1.00
Fed 0.39 0.15 0.61 -0.73 0.19 0.66* 0.77** 0.88*** 0.20 -0.94*** 1.00
Fes 0.35 0.02 0.82** -0.83* -0.11 0.75** 0.70* 0.84*** 0.05 -0.84*** 0.86*** 1.00
Feo/Fed -0.56 0.08 -0.47 0.99*** -0.20 -0.34 -0.43 -0.78** -0.16 0.82** -0.77** -0.77** 1.00
Fed/Fes 0.27 0.02 0.15 -0.57 0.55 0.33 0.52 0.49 0.49 -0.67* 0.77** 0.35 -0.53 1.00
SiO2 0.80** 0.51 0.31 -0.78 0.15 0.41 0.72** 0.93*** -0.12 -0.86*** 0.72** 0.69* -0.67* 0.37 1.00
Al2O3 0.56 0.45 0.58 -0.86* -0.13 0.60 0.68* 0.98*** -0.26 -0.86*** 0.83** 0.84*** -0.71** 0.41 0.89*** 1.00
SR = stability ratio; MGD = mean geometric diameter; TP = total porosity; K factor = soil erodibility; AUSLE = soil loss from
USLE-plots; CEC = cation-exchange-capacity; OM = organic matter; Fed = iron extracted by dithionite-citrate bicarbonate; Fes
= iron extracted by sulfuric attack; * = P < 0.1; ** = P < 0.05; *** = P < 0.01.

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Despite not found a relationship between SR and soil losses, a negative
and weak correlation between SR and soil erodibility (K factor) can be noticed.
For kaolinitic soils (1:1 minerals), the trend between soil loss and SR was not as
significant and soil loss was more related to clay dispersibility (Levy & Miller,
1997), whereas, the same authors reported a linear relationship for soils with 2:1
type mineralogy. A high relationship was found between soil erodibility and
Feo/Fed ratio (Table 4). As the analyses were performed in the A horizon, the
biocycling of silica and the relatively higher amount of organic matter help to
explain the highest correlation found between these soil properties.
The soil OM did not show a relationship with SR (Table 4),
corroborating Levy & Mamedov (2002), and Levy et al. (2003). Kaolinitic (1:1
clay minerals) soils have variable charges and a coexistence of both positively
and negatively charged particles. If oxides, rather than soil OM, are the
dominant agents in aggregation stabilization in weathered soils, the relation
between soil OM and macroaggregation might not be as strong as the soils with
dominant 2:1 clays (Six et al., 2000b). In addition, in tropical soils dominated by
oxides and 1:1 minerals, a decrease of soil OM levels results in a smaller
decrease of soil stability when compared to soils dominated by 2:1 minerals (Six
et al., 2000a). Furthermore, soil OM not correlated with aggregate stability does
not imply that soil OM is unimportant in clayey soil structure, but its importance
is at a different level of structure (Reichert & Norton, 1994). The absence of a
relation between aggregate stability and organic matter content found in our
study could be ascribed to the fact that in tropical soils other soil properties may
have a greater impact on aggregate stability, and hence, overshadow the effects
of soil organic matter. The granular structure of tropical soils, which is
associated with a more oxidic mineralogy (Ferreira et al., 1999) in comparison
with the blocky structure of temperate regions soils, helps to explain such
differential OM behavior.

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Besides stability ratio, soil OM can affect and be influenced by several
soil properties. Soil OM showed a positive relationship with clay content (Table
4). Clay particles can generate organic-mineral complex, which results in
accumulation of organic matter. Thus, an increase in clay content, both soil
surface area and organic matter increase (Scott et al., 1996).
In weathered soils, the mainly contribution on CEC is due to soil OM (in
most cases soil OM in studied soils was more than 3%) (Table 1), which can
generate a large number of negative charges. A significant relationship was
found between soil OM and CEC (Table 4). This way, well management
practices that protect soil OM are extremely important to keep soil fertility in
these environments. The aforementioned correlation was greater than between
CEC and clay content (Table 4). This fact strengthens the fact that in soils
dominated by 1:1 clay content and Al- and Fe-oxides, soil OM can be more
important than clay content for explaining CEC context. Levy & Miller (1997)
found a direct linear relationship between stability ratio and CEC. Thus, the
researchers could conclude that aggregate stability depends, not just on clay
content, but also on clay type, with differences expressed in the CEC. Reichert
& Norton (1994) also observed that aggregate stability was positively related to
CEC for soils with 1:1 type clay minerals and oxides, and negatively related
with 2:1 clay mineralogy soils, suggesting that for 2:1 clay minerals soils,
increasing CEC may decrease aggregate stability due to increased amount of
hydration cations and degree of swelling and dispersion. On the other hand, for
these soils we did not find any relationship between CEC and SR (Table 4).

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6 CONCLUSIONS

Soil samples from Brazilian eucalyptus cultivation areas were
physically, chemically and mineralogically characterized and tested using
HEMC aggregate stability methods.
Soil x-ray diffraction patterns showed that soils have practically the
same mineralogical composition within a region; this was likely due to minor
differential pedogenetic development and the same parent material.
Independent of soil classes studied, kaolinite was the predominant
crystalline mineral, which resulted in soil with a low natural fertility.
Soils showed a large variation in texture; with a weak relationship with
aggregate stability.
For soils with 1:1 type clay mineralogy, soils were well aggregated;
being such aggregation not well correlated with clay content, soil organic matter,
or Feo/Fed.
Soil external properties such as affected by management practices and
long-term of eucalyptus cultivation had probably caused the high stability ratio
found.

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