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SCHRIFTENREIHE Institut für Pflanzenernährung und Bodenkunde ...

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cross-semivariograms (factorial kriging analysis). The LMC is a set of auto- and<br />

cross-semivariogram models in which all its semivariograms are linear<br />

combinations of the same set of elementary structures. A LMC with k = 1, . . ., q<br />

structures may be written as:<br />

g (h)<br />

k<br />

1 1 k k<br />

q q<br />

γ h)<br />

= b g ( h)<br />

+ b g ( h)<br />

+ ⋅⋅<br />

⋅ + b g ( h)<br />

(3)<br />

i , j ( i,<br />

j<br />

i,<br />

j<br />

i,<br />

j<br />

k<br />

b i,<br />

j<br />

where is the partial sill for the i,jth semivariogram for structure k, while<br />

represents the type of semivariogram model (i.e. spherical, exponential,<br />

1<br />

etc.) for structure k. The first structure g ( h)<br />

represents the nugget effect model.<br />

The type of semivariogram model used in Eq. 3 was based on the experimental<br />

semivariograms of the variables (standardized to unit variance and zero mean)<br />

and knowledge of the main geological and anthropogenic factors. Modified<br />

kriging programs in ArcGIS were used to fit the LMC, in which semivariograms<br />

were fitted with appropriate model functions using the maximum likelihood<br />

cross-validation method (Samper and Carrera, 1990).<br />

The scale-dependent correlations between water content and other<br />

properties was determined from the structural correlation coefficients, ρ k i.j<br />

k<br />

bi<br />

, j<br />

k k<br />

i , ib<br />

j , j<br />

k<br />

ρ i,<br />

j =<br />

b<br />

(4)<br />

which are calculated from the partial sill value, , of the<br />

cross-semivariogram model between i and j and the two partial sill values,<br />

k<br />

b j,<br />

j<br />

and , of semivariogram models for i and j, respectively (Casa and<br />

Castrignanò, 2007). Furthermore, constructed variation contributions of each<br />

component to the total variation were calculated based on Eq. 3.<br />

3. Results and discussion<br />

Grazing intensity influenced a range of soil properties listed in Table 1. The<br />

heavily grazed plot (HG) was the most dense, had the least carbon, and the<br />

greatest shear strength. In contrast, the plot protected from grazing for 25 yr (UG<br />

79) was the least dense, had the most carbon and the smallest shear strength.<br />

There appears to be consistent trends between grazing intensity and many of<br />

46<br />

k<br />

b i,<br />

j<br />

k<br />

b i,<br />

i

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