• 제목/요약/키워드: Municipal Wastewater Treatment

검색결과 209건 처리시간 0.038초

다양한 환경 조건의 하수처리시설 반응조 내 세균 및 고세균 군집 (Bacterial- and Archaeal Communities in Variously Environmental Conditioned Basins of Several Wastewater Treatment Plants)

  • 조순자;하달수;이영옥
    • 한국콘텐츠학회논문지
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    • 제20권8호
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    • pp.674-684
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    • 2020
  • 하수의 종류(생활하수, 축산폐수) 및 다양한 처리 공정에 따른 미생물군집구조를 비교하기 위해 A2O공법으로 운영되는 생활하수처리시설(안심·서부·신천)의 10개 생물학적 반응조와 축산폐수처리시설의 활성슬러지를 채취해 DNA 유전체를 추출한 후 세균은 프라이머 27F/518R, 고세균의 경우, 프라이머 Arch519F/A958R를 이용해 유전체를 증폭시켰고 그 염기서열을 Roche 454 GS-FLX Titanium을 이용한 pyrosequencing 법으로 분석하였다. 그 결과, 생활하수와 축산폐수에 따른 미생물 군집구조의 차이는 컸지만 A2O공법에 따른 산소 유무 등의 환경 변화와 관련된 군집구조의 변화는 크지 않았다. 혐기조 및 무산소조 반응조들에서만 분석한 고세균 군집 결과에서는 동일 하수처리시설의 반응조들의 고세군군집들끼리만 모이는 하수처리시설별 집괴현상을 나타냈다. 세균다양성 및 종 풍부도가 높은 서부처리시설이 다른 시설보다 더 높은 질소 및 인 제거율을 나타냈다.

생물막공정을 이용한 질산화 및 병원성 미생물의 제거 (Nitrification and Removal of Pathogenic Microorganisms Indicators by an upgraded RBC)

  • 방두연;장인수;김지학;와타나베 요시마사
    • 상하수도학회지
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    • 제12권1호
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    • pp.108-114
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    • 1998
  • Experiments on an upgraded RBC were conducted to investigate its removal efficiencies of $NH_4-N$, coliform group and coliphage in the municipal wastewater treatment. A bench scale RBC, made of stainless mesh media with 5mm high surface protrusions, was fed with settled municipal wastewater containing 13-25mg/l of $NH_4-N$ and 40-75mg/l of TOC at the hydraulic loading of $89l/m^2.d$ and $60l/m^2.d$. It was found that the nitrification effectively occured at bulk liquid TOC concentration of less 10mg/l. The coliform group and coliphage were more than 98% and 90%, respectively.

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실제 하수조건에서 고지질 함량 조류자원의 생체생성과 하수처리 특성 분석 (Charaterization of Biomass Production and Wastewater Treatability by High-Lipid Algal Species under Municial Wastewater Condition)

  • 이장호;박준홍
    • 대한환경공학회지
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    • 제32권4호
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    • pp.333-340
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    • 2010
  • 하수나 폐수를 이용해서 조류를 배양하고 이를 통해서 획득된 조류 생체로부터 바이오디젤을 생산한다는 것은 친생태적이면서 신재생에너지 생산이라는 점에서 최근 각광받는 녹색성장기술이다. 바이오디젤 생산에 필요한 지질의 함량이 높은 조류 종에 대한 연구가 최적 인공배양액 조건에서 연구된 사례들이 있다. 하지만 실제 하수의 조건에서 고지질 함량 조류의 생체생성과 하수처리능에 대한 정보 제공이 미흡한 것이 현황이다. 본 연구에서는 바이오디젤 전구물질인 지질함량이 높다고 알려진 조류 종들을 선별해서 국내 하수조건에서 생체생성능과 하수처리능을 분석하였다. 이를 위해서 실제 하수에서 토착조류를 제거한 후 지질함량이 높다고 알려진 조류 4종(Chlorella vulgaris AG10032, Ankistrodesmus gracilis SAG278-2, Scenedesmus quadricauda, Botryococcus braunii UTEX 572)을 각각 하수에 식종한 후에 조류의 성장률과 유기물, 질소 및 인의 제거를 실험실 규모의 회분식반응조에서 분석하였다. 일정한 광반응 조건 (80 ${\mu}E$, 24시간)에서 9일간 배양하면서 시간 별로 조류의 건조 생체량과 COD, 질소 및 인을 각기 측정하였다. 그 결과 C. vulgaris, A. gracilis와 S.quadricauda는 하수의 토착조류 보다 하수에서 더 우월하게 성장하는 것을 알 수 있었다. 반면 B. braunii는 하수조건에서 성장을 할 수 없는 것으로 나타났다. 하수에서 배양가능한 조류들에 의한 질소 (Total-N, ${NH_4}^+$-N)와 인(Total-P, ${PO_4}^{3-}$-P)의 제거능이 우수하였고, 하수처리 방류수질 기준을 만족하였다. 하수에서 배양가능한 조류들에 의한 용존 COD의 제거 분석 결과, A. gracilis와 S. quadricauda는 효과적인 COD제거를 지속하였지만, C. vulgaris는 초기의 COD 제거가 지속되지 않는 불안정성을 보였다. 이러한 결과들을 종합적으로 고려해서 본 연구에서는 A. gracilis와 S. quadricauda를 실제 하수에 적응성과 처리능이 우수한 조류자원으로 선정하였다.

Effects of EPS on membrane fouling in a hybrid membrane bioreactor for municipal wastewater treatment

  • Zhang, Aining;Liu, Zhe;Chen, Yiping;Kuschk, Peter;Liu, Yongjun
    • Membrane and Water Treatment
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    • 제5권1호
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    • pp.1-14
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    • 2014
  • A pilot-scale hybrid membrane bioreactor (HMBR) for real municipal wastewater treatment was developed by adding biofilm carriers into a conventional membrane bioreactor, distribution and dynamic changes of the extracellular polymeric substances (EPS) and their roles in membrane fouling were investigated. The results showed that the concentrations of loosely bond EPS (LB-EPS) and tightly bond EPS (TB-EPS) in activated sludge, carrier biofilm and sludge cake layer have been increased significantly with the running time of HMBR, during operation of the HMBR, EPS demonstrated positive correlations with membrane fouling. Compared to TB-EPS, LB-EPS showed more significant correlations with sludge physical properties and specific resistance to filtration (SRF) in HMBR, and thus demonstrated that LP-EPS have a stronger potential of fouling than TB-EPS. It was also found that a lower organic loading in HMBR could result a significant increase in EPS concentration, which would in turn influence membrane fouling in HMBR. This critical investigation would contribute towards a better understanding of the behavior, composition and fouling potential of EPS in HMBR operation.

하수처리장 방류수역에서 분변계스테롤과 노닐페놀류의 분포 특성 (Distribution of Fecal Sterols and Nonylphenolic Compounds in Sediments from Busan Suyeong Estuary, Impacted by Wastewater Treatment Plant Effluents)

  • 백승홍;윤세라;이인석;황동운;최민규
    • 한국수산과학회지
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    • 제47권6호
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    • pp.1006-1013
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    • 2014
  • Wastewater organic compounds, that is, nonylphenolic compounds (NPs) and fecal sterols, were measured in surface sediments from Busan Suyeong Estuary, where two wastewater treatment plants (WWTPs) are located, to assess contamination from municipal effluents. The NPs analyzed were nonylphenol, and nonylphenol mono- and di-ethoxylates, all synthetic endocrine disruptors. The fecal sterols analyzed were coprostanol (COP), cholestanol, and epicoprostanol. Concentrations of NPs in the sediments ranged from 146 to 3,723 ng/g, and those of COP ranged from 366 to 13,018 ng/g. Their detection in all of the sediments analyzed indicates widespread pollution by municipal effluents. The highest concentrations of NPs and COP were detected at stations close to outfalls of WWTPs. Their levels in sediments are categorized in the higher range of those previously reported in Korean coastal areas. Moreover, in comparison with screening values of NPs in the Netherlands, Norway, and Canada, more than 50% of the sampling stations exceeded the guidelines. This indicates that the estuary may be adversely influenced by municipal effluents.

능동적 신재생에너지 생산을 통한 하수처리장 에너지자립화 향상 (Improving Energy Self-sufficiency in Municipal Wastewater Treatment Plant using Renewable Energy Production)

  • 강지훈;채규정;김동수;양희정;안영섭;김원경;김정현;박동을
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2012년도 학술발표회
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    • pp.643-643
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    • 2012
  • Increasing energy prices and growing concerns about global warming address the need to improve energy self-sufficiency in many industrial and municipal sectors. Wastewater treatment plants (WWTPs) are representative of energy-consuming facilities in Korea, accounting for 5% of national energy consumption. We present renewable energy technologies and energy self-sufficiency scenarios in a municipal WWTP ($30,000m^3d^{-1}$) located in Yongin, South Korea. By employing photovoltaics (PV, 135 kW), small hydropower turbine (10 kW), and thermal energy from treated effluent (25 RT: refrigeration ton) within the WWTP, a total of 142 tonne of oil equivalent (toe) of energy was estimated to be generated, accounting for $365ton\;CO_2\;yr^{-1}$ of greenhouse gas emission reduction. Core renewable technologies under consideration include 1) hybrid solar PV system consisting of fixed PV, dual-axis PV, and building integrated PV, 2) low-head small hydropower plant specifically designed for treated effluent, 3) effluent heat recovery system for heating and air conditioning. In addition to these core technologies, smart operation and management scheme will be presented for enhancing overall energy savings and distribution within the WWTP.

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다양한 하수를 대상으로 유기물 성상과 질산화 반응조 내 유기물 변화 (Analysis of COD fraction and change of COD in nitritation reactor using various wastewater)

  • 임지열;길경익
    • 한국습지학회지
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    • 제17권4호
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    • pp.421-427
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    • 2015
  • ASM 모델에서는 유기물을 특성에 따라 분류하는데, 일반적인 COD와 BOD로의 분류로는 ASM에서 요구하는 조건을 충족시키지 못한다. 본 연구에서는 하수종말처리장 수처리 및 슬러지 처리 계통 하수를 대상으로 미생물 호흡률을 기반으로 하여 ASM에서 요구하는 유기물 분류에 대한 실시하였다. 분석 결과 유기물 성상 분석 결과 각 하수마다 유기물 구성에서 차이를 보이는 것으로 나타났다. 이는 각 공정의 하수를 처리할 때 반드시 파악해야 하는 중요한 하수특성이라고 할 수 있다. 따라서 본 연구를 통해 규명한 각 하수별 유기물 성상은 하수종말처리장의 원활한 운영을 위해 중요한 기초 자료로 활용될 수 있을 것으로 판단된다. 질산화 반응조 내 반응시간에 따른 유기물 및 암모니아성 질소 변화 분석을 통해 SS이 질산화에 영향을 미치는 주요 인자임을 확인 할 수 있었다. 이는 질산화 반응이 유도 가능한 체류시간 선정에 밀접한 관계가 있는 것으로 사료된다.

분리막을 이용한 혐기성 소화가스로부터 온실가스 회수저감 기술 (Capture and Reduction Technology of Greenhouse Gas Using Membrane from Anaerobic Digester Gas)

  • 황철원;정창훈
    • 한국환경과학회지
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    • 제20권10호
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    • pp.1233-1241
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    • 2011
  • The main objective of this experimental investigation was $CH_4$ recovery from biogas generated in municipal and wastewater treatment plant. The polysulfone hollow fiber membrane was prepared in order to investigate the permeation properties of $CH_4$ and $CO_2$. Permeability of $CO_2$ in Polysulfone membrane was 11-fold higher than of $CH_4$ gas. A membrane pilot plant for upgrading biogas was constructed and operated at a municipal wastewater treatment plant. The raw biogas contained 66 ~ 68 Vol % $CH_4$, the balance being mainly $CO_2$. The effect of the operating pressure of feed and permeate side and feed flowrate on $CH_4$ recovery concentration and efficiency were investigated with double stage membrane pilot plant. The $CH_4$ concentration in the retentate stream was raised in these tests to 93 Vol % $CH_4$.

침지형 membrane을 이용한 생활오수처리 (Municipal Wastewater Treatment by Submerged Membrane Process)

  • 김광남;정순형;정우영;윤용수
    • 환경위생공학
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    • 제14권2호
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    • pp.105-112
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    • 1999
  • The removal characteristic of BOD, COD,T-N, and T-P was investigated in municipal wastewater treatment with anoxic and membrane submerged aerobic reactor. It was found that BOD and COD removal rate were obtained 90% and 92%, respectively, for 90 days operation. BOD and COD loading rate did not affect to the removal efficiency because MLSS concentration in aerobic tank was highly maintained.In the case of first reactor operated with anoxic and second reactor operated as aerobic, T-N, T-P removal rate were obtained 93% and 99% respectively.It was shown that removal efficiency could be maintained stable due to the complete removal of SS and sludge production decreased with increasing of sludge retention time.

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고급산화공정을 이용한 아세트아미노펜 분해 성능 비교 (Comparison of Acetaminophen Degradation Performance using Advanced Oxidation Process)

  • 김동석;박영식
    • 한국환경과학회지
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    • 제31권4호
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    • pp.319-328
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    • 2022
  • This study investigated the treatment of acetaminophen in municipal wastewater by conventional ozonation, ozone-based advanced oxidation, ozone/UV, and the electro-peroxone process. The ozone/UV process and electro-peroxone process of electric power consumption increased 1.25 and 2.04 times, respectively, compared to the ozone process. The pseudo-steady OH radical concentration was the greatest in the electro-peroxone process and lowest in the ozone process. The specific energy consumption for TOC decomposition of the ozone/UV process and electro-peroxone process were 22.8% and 15.5% of the ozone process, respectively. Results suggest that it is advantageous in terms of degradation performance and energy consumption to use a combination of processes in municipal wastewater treatment, rather than an ozone process alone. In combination with the ozone process, the electrolysis process was found to be more advantageous than the UV process.