Abstract
The main design decisions of the design and working documentation for the construction of the main collector of rain sewage and centralized treatment facilities for surface runoff of the Volga slope in Samara are presented. The route of the main collector of rain sewerage adopted in the project provides the possibility to connect eleven existing releases of untreated surface sewage located in the zones of sanitary protection of water intakes of the drinking water supply system of Samara. The scheme for the purifi cation of surface wastewater envisages a four-step treatment of water, including disinfection with UV irradiation.
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