The paper presents examination and analyses of the effectiveness of the process of pollutant removal in the reed beds (filters) with the vertical and horizontal direction of flow. We built the sewage plant in the form of eight reed filters of the 1,2 m3 daily efficiecy. The filters was supplied with the mechanically-biologically-chemical treared sewage. We perfomed the cycle of thorought study in the experimental plant. What we did was mainly the laboratory analysis of sewage samples before and after filtration and the measurement of sewage discharge and supply. In the future we are planning the laboratory study which will refer to the material used as the reed filter filler.
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