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Andrius Litvinaitis,<br />

Lina Bagdžiūnaitė-Litvinaitienė<br />

period of time due to denitrification (Denver et al.,<br />

2009).<br />

While migrating, nitrogen compounds can pollute<br />

larger water bodies (Bagdžiūnaitė-Litvinaitienė, 2005;<br />

Lebedynets et al., 2005), thus explicit regulation on<br />

use and storage of nitrogen is defined in the areas of<br />

agriculture and environmental protection.<br />

This research aims to ascertain consistent patterns<br />

in migration of biogenic substances within the aeration<br />

zone of sand sediments in banks of Lithuanian rivers.<br />

materials and methods<br />

Two sandy river banks of basins with typical<br />

sand lithology structure were chosen for the research<br />

(Fig. 1). These two basins were chosen subsequently<br />

for analysis of lithology structures of 17 basins<br />

of Lithuanian rivers (Litvinaitis, 2010; 2011a).<br />

The lithologic factor of basins was estimated and<br />

ReseaRch foR RuRal Development 2012<br />

<strong>RESEARCH</strong> OF NUTRIENTS MIGRATION OF SANDY<br />

SEDIMENT AERATION ZONE OF THE RIVER BANK BUFFER AREA<br />

Figure 1. Basins of studied rivers.<br />

research sites were chosen with the help of maps of<br />

Lithuanian Quaternary and rivers (M1:50000) and<br />

ArcGis software. Later, research sites were specified<br />

according to data of core samples taken from river<br />

banks.<br />

The authors state that the main migration of<br />

nitrogen and phosphorus occurs by water, which<br />

filters through sediments; meanwhile transformations<br />

depend on the amount of oxygen and acidity within<br />

the environment. All these parameters can be assessed<br />

in a borehole. The lysimetric type of a borehole was<br />

chosen for the empiric groundwater level and quality<br />

analyses. This choice was influenced by the following<br />

reasons:<br />

1) during the installation process, the deformation<br />

of the natural status of sediments and<br />

underground water is minimal;<br />

Figure 2. Situation of lysimetric boreholes on the bank of the river.<br />

167

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