• 제목/요약/키워드: dewatered quantity

검색결과 3건 처리시간 0.015초

정수장에서 발생된 탈수슬러지의 량에 의한 배출수처리시설용량에 대한 평가 (Estimation on the Design Capacities of Residuals Treatment Facilities by the Quantity of Dewatered Sludge Generated from Water Treatment Plants)

  • 문용택
    • 상하수도학회지
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    • 제18권6호
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    • pp.715-723
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    • 2004
  • The quantity of residuals generated from water treatment plants depends upon the raw water quality, dosage of chemicals used, performance of the treatment process, method of sludge removal, efficiency of sedimentation, and backwashing frequency. Sludge production by the physical separation of SS occurs under quiescent conditions in the primary clarifier, where suspended solids are allowed to settle and to consolidate on the clarifier bottom. Raw primary sludge results when the settled solids are hydraulically removed from the tank. The relative solid and liquid fractions of a slurry are most commonly described by the solids concentration, expressed as mg/L or percent solids. The purpose of the present investigation is to estimate a suitability on the design capacities of residuals treatment facilities by the quantity of dewatered sludge generated from water treatment plants.

투수시트를 적용하여 잉여수를 탈수한 콘크리트의 강도 특성 (Characteristics of Excess Water Dewatered Concrete Using Permeable Liner)

  • 전규남;안기홍;이종석
    • 콘크리트학회논문집
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    • 제25권6호
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    • pp.675-682
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    • 2013
  • 이 연구에서는 콘크리트 타설 시 발생하는 잉여수를 제거하여 피복 콘크리트의 성능을 향상 시키고자 거푸집에 구멍을 뚫지 않은 일반 유로폼에 투수시트를 부착하여 타설한 콘크리트의 물-결합재비 종류 및 시험체 높이에 따른 강도 특성을 분석하였다. 슈미트해머 반발경도 및 압축강도의 경우 투수시트면이 물-결합재비가 높은 배합일수록 크게 나타났으며, 시험체의 높이에 따라서는 상부보다는 중부 및 하부에서 크게 나타남을 알 수 있었다. SEM 분석 결과의 경우 수화물의 생성형태는 유사하였으나 투수시트면이 일반면에 비해 공극이 확연히 감소되고 밀실해 지는 것으로 나타났으며, MIP 분석 결과 투수시트를 사용하였을 경우 $0.01{\mu}m$ 이하 공극량이 최대 50%까지 감소되어 공극이 치밀해지는 것으로 나타났다.

마이크로웨이브에 의한 하수 슬러지 이산화탄소 가스화 특성 (Characteristics of Carbon Dioxide Gasification for Sewage Sludge in Microwave)

  • 정벼리;윤수혁;전영남
    • 한국수소및신에너지학회논문집
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    • 제27권2호
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    • pp.192-200
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    • 2016
  • A characteristics of microwave drying-gasification was analyzed for converting a dewatered sewage sludge generated a wastewater treatment plant. Gas (60%) was the largest component of the product of microwave gasification, followed by sludge char (33%) and tar (2%). The main components of the producer gas were hydrogen (33%) and carbon monoxide (40%), and there was some methane and hydrocarbons ($C_2H_4$, $C_2H_6$, $C_3H_8$). Larger nitrogen and smaller oxygen amounts were generated. Gravimetric tar generated $414g/m^3$. This means a total tar which is a heavy hydrocarbons from the volatile organic substance in the sewage sludge. Selected light tars were benzene, anthracene, naphthalene, pyrene, showing lower concentrations as 2.62, 0.37, 0.49, $0.28g/m^3$, respectively. Sludge char has larger meso pores which is a mean pore size of $50.85{\AA}$ and has high adsorptivity. An amount of adsorption was $228.71cm^3/g$, showing higher quantity than acommercial adsorbers. This indicates that the gas obtained from the microwave gasification of wet sewage sludge can be used as fuel, but the heavy tar in the gas must be treated. Sludge char can be used as a tar reduction adsorbent in the process, and then burns as a solid fuel.