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Down Stream K River has high COD (4-10 mg/L) and high NH3-N concentration (3.5 mg/L during winter period). Although NH3-N itself is not reported harmful at this level, it must be removed to meet drinking water standard (0.5 mg/L). We constructed a pilot plant modifying the processes of conventional drinking water facilities. Prechlorination and powdered activated carbon (PAC) dechlorination was adopted prior to a flocculation tank to remove ammonia and prevent disinfection byproducts (DBPs) formation. Also, GAC processes was included after sand filter to remove residual DOC. This pilot having a capacity of 36 ton/day was operated for one year. The GAC processes were successful to remove ammonia and many organic pollutants (DOC, MBAS, UV254 nm absorbance, etc). Influent DOC concentrations were very high as 3~6 mg/L throughout the plant operation. It was impossible to achieve 1.0 mg/L effluent DOC, indicating that bed depth (2 m) should be increased to achieve more strict DOC quality standards. When Cl2 dose was well controlled (Cl2/NH3-N ratio 10~11 on a weight basis), NH3-N removal was 98% and THMs was very low possibly due to low free residual chlorine and PAC dechlorination.

Operation of Advanced Water Treatment Processes for Downstream River Source Water