01 January 1970 0 2K Report

we are using municipal wastewater treatment unit effluent to produce DM water using the Sand filter, RO membranes and anion/cation exchange resins, respectively.

The raw water bacteria content is high (TBC=100000, SRB=6800000 calculated 2 days after sampling), we're going to use oxidizing (Calcium Hypochlorite) and nonoxidizing (Isothiazolinone Based) chemicals to reduce microbial content.

Considering a continuous flow of contaminated raw water into our storage before sand filters, could we inject both oxidizing and nonoxidizing agents simultaneously and continuously to feed water? or we may encounter some problems downstream?

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