Abstract
The paper assessed the degree of oxidative-sorption purification of model waters on a local unit of drinking water conditioning, capacity up to 1 m3/h. It is shown that the quality of the effluent in terms of generalized indicators characterizing the total content of organic impurities, corresponds to regulatory requirements for drinking water. The replacement of ozonization with O3/UV treatment increases the fraction of absorbed ozone and the destruction degree of organic impurities. The degree of oxidative-sorption of water treatment by all parameters being controlled is higher than the adsorption one.
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