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Abstract

In the paper, the research results on the removal of aliphatic hydrocarbons (C7 to C30) on constructed wetlands have been presented. The research has been realized on the semi-technical scale constructed wetlands. planted with reed Phragmites australis. The experimental installation is located on the filling station in Balice and treats the fraction of stormwater from this utility. The concentrations of total aliphatic hydrocarbons in analyzed stormwater were between 96.02 µg/dm3 and 6177.33 µg/dm3 , and from 47.55 µg/dm3 to 5011.14 µg/dm3 in effluent from the installation. The average total aliphatic hydrocarbons removal effectiveness was 48%, the values ranged from 19% to 81%. Hydrocarbons C14 to C18 were removed with the lowest effectiveness (26%–32%), the lighter hydrocarbons – with higher one (39%–68%), however the highest removal effectiveness were observed for the hydrocarbons with the highest carbon atoms numbers (from 51% for C20 to 92%–93% for C26–C30).
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Abstract

The paper presents the results of experiments on the influence of the organic matter’s characteristics on the formation potential of water chlorination by-products – representatives of the following groups: trihalomethanes, haloacetonitriles, haloketones, chloral hydrate and chloropicrin. The products of water fractionation (the hydrophobic and hydrophilic acids, hydrophobic and hydrophilic bases, and hydrophobic and hydrophilic neutral fractions) were chlorinated with sodium hypochlorite. Its dose was adjusted to obtain a residual free chlorine concentration between 3 and 5 mg/dm3 after 24 h. After this time, the water chlorination by-products were analyzed with gas chromatography. The results’ analysis has defined the fractions, which have the highest potential to form particular groups of volatile organic water chlorination by-products.
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Abstract

The article presents the results of the research on the water samples taken from the Krakow water distribution system and their pollution by haloacetic acids: monochloroacetic acid, monobromoacetic acid, dichloroacetic acid, trichloroacetic acid, bromochloroacetic acid and dibromoacetic acid. The water samples were taken from the extremities of the distribution systems (Raba and Bielany) in the city of Krakow. Both analyzed plants use the chlorination as the water treatment process, however, water for Raba and Bielany comes from different surface waters and differs in quality and organic matter concentration. These plants also apply different water treatment processes and their distribution systems have a different size. The objective of this study was to measure the haloacetic acids levels in these two water distribution systems, asses the correlation between the total trihalomethanes and the sum of six haloacetic acids, determine if trihalomethanes can be a good indicator to predict haloacetic acids concentration in water distribution systems.
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