본 연구는 조류가 발생하는 낙동강에 위치한 정수장에서 남세균 및 마이크로시스틴(MC)을 분석하였다. 마이크로시스틴 분석을 위한 독소 추출 방법의 효과를 확인하였다. 정수처리 공정별로 취수원수, 착수정수, 전오존 처리수, 응집⋅침전 처리수, 여과 처리수, 정수의 수질을 분석한 결과, 탁도와 클로로필-a 농도는 공정 진행에 따라 크게 감소하며 남세균이 효과적으로 제거되었음을 확인하였다. 마이크로시스틴 분석을 위해 세포 내 독소 추출을 위한 초음파 처리, 동결/해동법, 메탄올 추출법을 비교한 결과, 동결/해동법이 가장 효과적인 것으로 나타났으며, 메탄올 추출법은 상대적으로 낮은 추출 효율을 보였다. 본 연구 수행 시 남세균이 충분히 발생하지 않아 모든 샘플에서 마이크로시스틴이 검출되지 않았다. 따라서 고농도 남세균 발생시 정수장 공정별 남세균 및 독소 농도에 대한 후속 연구가 반드시 필요하다고 생각된다. 정수처리공정은 남세균과 독소를 제거하는 데 있어서 가장 중요한 부분이며 공정에서의 남세균과 독소의 제거 능력을 정확히 분석하는 것이 중요하다.

A 1,000 m3/d DAF(dissolved air flotation) pilot plant was installed to evaluate the performance of the floating process using the Nakdong River. Efficiency of various DAF operations under different conditions, such as hydraulic loading rate, coagulant concentration was evaluated in the current research. The operation conditions were evaluated, based on the removal or turbidity, TOC(total organic carbon), THMFP(trihalomethane formation potential), Mn(manganese), and Al(aluminum). Also, particle size analysis of treated water by DAF was performed to examine the characteristics of particles existing in the treated water. The turbidity removal was higher than 90%, and it could be operated at 0.5 NTU or less, which is suitable for the drinking water quality standard. Turbidity, TOC, and THMFP resulted in stable water quality when replacing the coagulant from alum to PAC(poly aluminum chloride). A 100% removal of Chl-a was recorded during the summer period of the DAF operations. Mn removal was not as effective as where the removal did not satisfy the water quality standards for the majority of the operation period. Hydraulic loading of 10 m/h, and coagulant concentrations of 40 mg/L was determined to be the optimal operating conditions for turbidity and TOC removal. When the coagulant concentration increases, the Al concentration of the DAF treated water also increases, so coagulant injection control is required according to the raw water quality. Particle size distribution results indicated that particles larger than 25 μm showed higher removal rates than smaller particles. The total particel count in the treated water was 2,214.7 counts/ml under the operation conditions of 10 m/h of hydraulic loading rate and coagulant concentrations of 60 mg/L.