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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 />

79

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