C - Lublin
C - Lublin
C - Lublin
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In this study the applicability of the Sobczuk’s and Walczak’s method was<br />
tested on an appropriate soil hydrophysical database, constructed from data of a<br />
long-term tillage treatment in Gödöllő, Hungary.<br />
MATERIALS AND METHODS<br />
The research was conducted in the 4 th year of a long-term field experiment of<br />
five tillage systems on the experimental field of the Institute of Crop Production at<br />
the Szent István University in Gödöllő (47 o 46’N, 19 o 21’E), Hungary. The soil is a<br />
brown forest soil formed on sandy loam, which is typical in this region and<br />
considered to be sensitive to sealing and compaction.<br />
Tillage treatments include conventional ploughing (P- 22-25cm) and disking (D-<br />
16-20cm), loosening-ploughing (L- 35-40cm, P- 22-25cm), loosening-disking (L-<br />
35-40cm, D-16-20cm) and minimum tillage (direct drilling, NT) (Birkás et al.,<br />
1999). The soil was tilled in October 1996. Corn was planted in April and<br />
harvested in October.<br />
Undisturbed soil cores of 100 cm 3 volume were collected 4 times (March,<br />
June, August and October) within the 1997 growing season at 5 to 10-, 15 to 20-<br />
and 40 to 45- cm depths in 3 replicates from each tillage treatment to determine<br />
soil bulk and particle densities and soil water retention curves (pF-curves). The<br />
latter were measured at pressure heads represented by the pF values of 0.0, 0.4, 1.0,<br />
1.5, 2.0, 2.3, 2.7, 3.4 and 4.2 according to (Várallyay, 1973).<br />
The modified Van-Genuchten parameters of the pF-curves, according to<br />
Sobczuk and Walczak (1996) were calculated, using the non-linear least square<br />
method. The following function was fit to the measured pF-curves:<br />
Θ=<br />
⎛ 1 1 ⎞<br />
⎜ −<br />
⎟<br />
⎝ ρ ρ0<br />
⎠<br />
[ 1+<br />
n<br />
( α∗Ψ)<br />
]<br />
1/ n<br />
−1<br />
considering<br />
n = (ρ o -ρ * C)/2<br />
where: θ - calculated water content (g/g)<br />
ρ - bulk density of the soil sample (g/cm 3 )<br />
ρ 0<br />
- density of the solid phase of the soil (g/cm 3 )<br />
ψ - soil water suction (cm of H 2 O)<br />
α - calculated parameter (1/cm)<br />
C - calculated parameter (cm 3 /g)<br />
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