• 제목/요약/키워드: Small size private sewage treatment facility

검색결과 2건 처리시간 0.016초

개인하수처리시설 처리수의 수질 개선을 위한 응집보조제로서의 천연제올라이트 적용에 관한 연구 (A Study on the Application of Natural Zeolite as Coagulant Aid for Effluent Quality Improvement in Private Sewage Treatment Facility)

  • 최정수;주현종
    • 한국물환경학회지
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    • 제28권1호
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    • pp.121-128
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    • 2012
  • The purpose of this study is to solve the problem of nutrient removal due to rapid hydraulic retention time (HRT) variation in small size private sewage treatment facility and to have better effluent quality by using natural zeolite as a coagulant aid. The experiments were conducted by applying different conditions of HRT, coagulant, and zeolite dosages. As an experimental result, $TBOD_{5}$, TSS, and TP removal efficiencies were 64.9%, 94.5%, and 98.8% at co-injection with zeolite. Overall removal efficiencies of $TBOD_{5}$, TSS, and TP have improved 15.7, 28.7, 6.1%, respectively. This result shows that zeolite addition could improve flocculation, increase setting velocity, and thus have better treatment. Therefore the use of zeolite as a coagulant aid can be useful in small size private sewage treatment facility, where especially extra nutrient removal is required to meet the legal standard for discharge.

재정사업과 민간투자사업의 하수처리장 하수유입률 특성분석 (Comparing the Inflow Rate of Sewage Treatment Plants Invested by the Public Funds or Public-Private Partnership (PPP) Projects)

  • 이원석;조은주;손영규;김지형
    • 한국물환경학회지
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    • 제25권5호
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    • pp.778-784
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    • 2009
  • The purpose of this study is to figure out the differences of the inflow rates of Sewage Treatment Plants (STP), invested by public fund or public-private partnership (PPP). This paper finds that the average ratio of sewage inflow according to facility capacities (medium and small scale STP) was either nearly below 30% or above 100% in the first year. As the size of STP increased, there was decrease in the accuracy of demand assumption. This was because the operation time when the ratio of sewage inflow was uniform was different according to the size of STP, whereby the time was short when the STP were small. The design average ratio of sewage inflow was 10% larger than the real average ratio; this was considered overdesigned. In the case of a plant built by the PPP scheme, the average ratio of inflow of the STP before an abolition of MRG was larger than after the abolition of MRG. This may be explained by moral hazard from too much reliance on MRG. After the abolition of MRG, the demand risk of PPP was shifted from a PPP project to a conventional project.