Ph.D. S. Nurushev
Kostanai state University A.Baitursynov .
MATHEMATICAL MODEL OF SURFACE TREATMENT OF SOLONETZ
SOILS BY COMBINED MILLING TOOL.
Currently used serial tools for surface treatment of solonetz
soils are not so effective. We found out that
the efficiency of the combined operation of the milling tools with
ripping - rotary working bodies comprising successive located mattock legs, milling drum and roller ,
conducted research on the justification parameters and modes of operation of
the body on the surface treatment of solonetz soils .
For experimental study was made installation allows
you to change parameters and modes of operation .
To investigate the influence of parameters and modes of
operation of the combined milling body on agronomic performance and energy has
been implemented according to plan four factor experiment Hartley 2K-1.
As input variables ( factors ) are usually the number
of active working bodies (X1), the distance between the disks (X2)
, the milling drum speed (X3) and the speed of movement of the body
( X4 ) .
Optimization criterion adopted for the content of
erosion- dangerous particles , the degree of crumbling above solonetz horizon
and energy intensity of tillage . Experiments were carried out on cultivated
middle loam solonetzes employed under permanent herbs, with a hardness of soil
layer 0… 0,20 m 3,8 MPa and 14.9% moisture . Average working depth equals 0,15
m. According to the plan of the experiment , conducted 17 experiments in
triplicate . To eliminate systematic errors of the order of the experiments was
on a table of random numbers.
Checking equally accurate measurements carried out by
Cochran , confirmed at a significance level equal to 0,05, G max .
<G Table . Coefficient of regression equation calculated by
formulas for the plan Hartley 2K type '* were evaluated for statistical
significance by Student t-test . After exclusion of irrelevant and clarify
significant coefficients were obtained by the regression equation describing the
optimization criteria :
Ŷ1 - degree of crumbling ;
Ŷ2 - degree content erosion dangerous particles ;
Ŷ3 - the
specific energy .
Ŷ1 = 87,34 + 3,44Õ1
+ 6,05Õ3 - 8,52Õ4 + 7,03Õ2 Õ4 -
8,30 X32 - 8,39 X42;
Ŷ2 = 22,17 + 7,94X1 -5,69 Õ2 + 7,12 Õ3- 1,27 X1 Õ2-2,35
X1 Õ3 - 1,70 X1 Õ4 + 11,03 Õ3
Õ4 + 7,02 X12 + 4,88 X22 - 5,75 X42;
Ŷ3 = 130,15 + 11,74 X1
+ 26,7 Õ3 - 28,85 Õ4- 14,23 X1 Õ2 -
3,84 X1X3 - 3,34 X1 Õ4 +
20,96 Õ2Õ3 + 42,75 X12 - 15,89 X22 -7,81 X32-29,7 X42.
The resulting regression equation tested for adequacy,
i.e for compliance with the experimental data obtained in the planned
experiment by Fisher.
The evaluation results show that the condition of
adequacy is performed (F calc . <F tab.) And the resulting regression
equation adequately describe the process. Of equations that the greatest
influence on the degree of crumbling and energy density have a number of active
working bodies , the milling drum speed and movement speed . Contents of
erosion -prone soil particles depends largely on the number of active working
bodies , the distance between the disks and speed milling drum .
Thus , studies obtained mathematical models to study
the dependence of quality and energy performance of the milling body on its parameters
and modes of operation and used to find the optimum.