ekS - Instytut Agrofizyki im. Bohdana DobrzaÅskiego PAN w Lublinie ...
ekS - Instytut Agrofizyki im. Bohdana DobrzaÅskiego PAN w Lublinie ...
ekS - Instytut Agrofizyki im. Bohdana DobrzaÅskiego PAN w Lublinie ...
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values of p F calculated for the respective case are always lower than the assumed<br />
error level (equal to 0.001).<br />
The analysis of the soil texture significance in the regression (69), represented<br />
by clay content was performed in the group of mineral soils. It was found that the<br />
soil clay content texture significantly influences the regression equation<br />
coefficients (Table 13, case no 2 in the group of mineral soils). The <strong>im</strong>portance of<br />
the soil clay content as an element in the regression is almost the same as the soil<br />
density. The regression n=f (θ,clay) gave the values of R 2 and S yx the same as for<br />
n=f (θ,ρ) regression.<br />
Taking into account the regression analysis with all analyzed soil samples it<br />
can be found that apart of the pr<strong>im</strong>ary influence from the soil water content, θ, on<br />
the value of the soil refractive index, n, also the soil solid phase modifies in the<br />
statistically significant way the relation n(θ) by the soil density, ρ, and ρ s (or the<br />
soil porosity, φ).<br />
On the basis of the performed multiple regression analysis the following<br />
empirical formula were derived:<br />
Model I (Table 12, case no 1):<br />
Model II (Table 12, case no 2):<br />
n = 1 .491+<br />
7.675θ<br />
(70)<br />
I<br />
n = 0 .289 + 8.504θ + 0. 846ρ<br />
(71)<br />
II<br />
Taking into account the significance of the soil density in the n(θ) relation, the<br />
following modification of the equation (68) is proposed:<br />
n = a + a ρ ) + ( b + ρ)<br />
θ<br />
(72)<br />
( 1 2 1 b2<br />
where the offset ( a 1 + a2<br />
ρ)<br />
and the slope ( b 1 + b2<br />
ρ)<br />
of the n(θ) line are linear<br />
function of soil density.<br />
The parameters a 1 , a 2 , b 1 and b 2 in the equation (72) were found with the use<br />
of the least square method giving the formulae:<br />
n = 0 .573 + 0.582ρ + (7.755 + 0.792ρ)<br />
θ<br />
(73)<br />
III<br />
referred to as the model III.<br />
On the base of (66) and the set of measured data (n, ρ, ρ s , θ), using the least<br />
square method for all analyzed data (663 soil samples), the values of the EM<br />
75