• 제목/요약/키워드: Wastewater treatment plants

검색결과 489건 처리시간 0.03초

생태독성도를 이용한 공단배수 및 공장배출수의 독성도 조사 (Acute Toxicity Test for Wastewater from Several Drainage Canals and Discharges Using Daphnia Magna)

  • 박동규;배헌균
    • 한국환경과학회지
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    • 제20권7호
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    • pp.811-818
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    • 2011
  • Daphnia Magna Stratus has been widely accepted as useful species for estimating the toxicity of chemicals to aquatic invertebrate and recommended as species for the testing chemicals from the international guideline as well as Korean guideline. The study was performed for the acute toxicity test by using water flea(D. Magna) for effluents from several wastewater treatment plants and drainage canals in GyeongBuk area. Five heavy metals, 1,4-Dioxane and Perchlorate were tested. Most Toxicity Units(TU) of Industrial wastewater effluents were less than 1 which means effluent was not toxic to D. Magna. However, effluents containing 1,4-Dioxane and Perchlorate were significantly toxic to D. Magna. Therefore, facilities should reduce the 1,4-dioxane since new regulations will force them after the year of 2011.

Quorum Quenching Bacteria Isolated from the Sludge of a Wastewater Treatment Plant and Their Application for Controlling Biofilm Formation

  • Kim, A-Leum;Park, Son-Young;Lee, Chi-Ho;Lee, Chung-Hak;Lee, Jung-Kee
    • Journal of Microbiology and Biotechnology
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    • 제24권11호
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    • pp.1574-1582
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    • 2014
  • Bacteria recognize changes in their population density by sensing the concentration of signal molecules, N-acyl-homoserine lactones (AHLs). AHL-mediated quorum sensing (QS) plays a key role in biofilm formation, so the interference of QS, referred to as quorum quenching (QQ), has received a great deal of attention. A QQ strategy can be applied to membrane bioreactors (MBRs) for advanced wastewater treatment to control biofouling. To isolate QQ bacteria that can inhibit biofilm formation, we isolated diverse AHL-degrading bacteria from a laboratory-scale MBR and sludge from real wastewater treatment plants. A total of 225 AHL-degrading bacteria were isolated from the sludge sample by enrichment culture. Afipia sp., Acinetobacter sp. and Streptococcus sp. strains produced the intracellular QQ enzyme, whereas Pseudomonas sp., Micrococcus sp. and Staphylococcus sp. produced the extracellular QQ enzyme. In case of Microbacterium sp. and Rhodococcus sp., AHL-degrading activities were detected in the whole-cell assay and Rhodococcus sp. showed AHL-degrading activity in cell-free lysate as well. There has been no report for AHL-degrading capability in the case of Streptococcus sp. and Afipia sp. strains. Finally, inhibition of biofilm formation by isolated QQ bacteria or enzymes was observed on glass slides and 96-well microtiter plates using crystal violet staining. QQ strains or enzymes not only inhibited initial biofilm development but also reduced established biofilms.

활성슬러지공정 하수종말처리장의 분원성 지표세균의 농도 및 비교 (Enumeration and Comparison of Fecal Indicator Bacteria in a Sewage Treatment Plant Using Activated Sludge Process)

  • 이동근;성기문;정미라;박성주
    • 한국환경보건학회지
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    • 제36권2호
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    • pp.141-147
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    • 2010
  • Indicator bacteria of fecal pollution were enumerated and compared by various detection methods for influent and final effluent of a sewage treatment plant. Total coliforms were enumerated by four methods including most probable numbers, chromogenic enzyme substrate test, membrane filtration, and plate counts and were about $10^4$ for influent and $10^2{\sim}10^3\;CFU/ml$ for final effluent. Fecal coliforms ranged between $10^3$ and $10^4$ for influent and $10^2\;CFU/ml$ for effluent by chromogenic enzyme substrate test and membrane filtration. Fecal streptococci counts were 1-log less than fecal coliforms counts, $10^2{\sim}10^3$ for influent and $10^1\;CFU/ml$ for effluent. Total coliforms numbers by plate count both in influent and in effluent showed 1-log higher than by the other three methods. Statistical analysis revealed that numbers of total coliforms by plate count in final effluent had the highest average of correlation (r=0.778, p<0.01) compared with those by the other three methods. In addition, total coliforms numbers by plate count showed most significant correlation (r=0.835, p<0.01) with those by chromogenic test which is well-known as its highest recovery efficiency. These results suggest that the plate count would be the optimum detection method for total coliforms in wastewater treatment plants which are the only microbiological standard of final effluent from wastewater treatment plants in the Republic of Korea, considering economic aspects and difficulties in laboratories.

바이오매스 가스화 발전설비의 목질계 타르폐수 응집 처리 특성 (Characteristics of Coagulation Treatment for Wood Tar Waste Water in a Biomass Gasification Plant)

  • 김이태;안광호
    • 대한환경공학회지
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    • 제37권10호
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    • pp.573-577
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    • 2015
  • 목질계 연료를 사용하는 발전시설에서 세정되어 나오는 목질계 타르 폐수는 간헐적 발생, 발생량 및 발생농도의 변화가 심하여 제거에 어려움이 있다. 본 연구에서는 목질계 타르폐수를 기존의 bag filter와 활성탄을 이용한 처리방법에서 개선하여 물리 화학적 처리를 통하여 처리특성을 살펴보았다. 목질계 타르폐수의 화학적인 발생성상은 페놀류의 함유량이 구아이아콜류(guaiacols)와 카보하이드레이트류(carbohydrates)에 비해 약 2배 이상 높게 나타났다. pH의 변화에 따라 NaOH와 PAC이 자동주입 되도록 설치하고 최종처리수의 pH, 탁도, SS를 살펴본 결과, 각각 5.9, 12.6 NTU, 15.1 mg/L로 발전설비의 순환수로서의 가능성을 확인하였다. 기존의 백필터(bag filter)를 이용한 물리적 처리공정에서의 화학물질의 제거효율은 약 20%였으며, 응집 및 침전을 통한 처리효율을 개선한 결과, 약 80%의 화학물질 제거효율을 나타내었다.

하수 원수내 유해물질 변화에 따른 생태독성평가 (Variation of hazardous substances in sewage ecotoxicological assessment)

  • 서병원;이주화;이용훈;강선홍
    • 상하수도학회지
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    • 제27권5호
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    • pp.603-610
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    • 2013
  • According to industrialization, increased toxic chemicals discharge has been causing water pollution. Especially domestic sewage is a major source of water pollution. Sixty percent of the total wastewater discharged is domestic sewage. Self-purification capacity of rivers and streams is drastically reduced by the emission of domestic sewage, industrial wastewater and livestock wastewater. Although domestic sewage is managed by implementing standards and regulations, toxicity effect of domestic sewage to humans and the environment is not yet clearly understood. In this study, by using daphnia magna, the ecotoxicity of domestic swage was assessed. Cl, Cu, Pb, COD, T-N, DO, pH and residual chlorine were investigated as background concentrations. The experiments were conducted with water samples obtained from three local sewage treatment plants. The experiment results indicated that higher level of toxicity corresponds to the higher pollution concentrations. The higher level of combinations of background concentrations such as heavy metals leads to the worse ecotoxicity. Especially, the Cu concentration affects the TU value.

하수의 농업적 재이용에 따른 논 담수 내 미생물 위해성 평가 (Microbial Risk Assessment in Reclaimed Wastewater Irrigation on a Paddy Field)

  • 이한필;윤춘경;정광욱;손장원
    • 한국물환경학회지
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    • 제25권1호
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    • pp.69-75
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    • 2009
  • Water stress has become a major concern in agriculture. Korea suffers from limited agricultural water supply, and wastewater reuse has been recommended as an alternative solution. A study was performed to examine the effects of microorganism concentration in the ponded-water of a paddy rice field with reclaimed-water irrigation for evaluating the microbial risk to farmers and neighborhood children. Most epidemiological studies were performed based on an upland field, and they may not directly applicable to paddy fields. Beta-Poisson model was used to estimate the microbial risk of pathogen ingestion. Their risk value increased significantly high level after irrigation and precipitation. It implies that agricultural activities such as plowing, and fertilizing, and precipitation need be practiced a few days after irrigation considering health risks. The results about field application of the microbial risk assessment using E. coli showed difference according to monitoring time and treatment plot. Result of the microbial risk assessment showed that risk values of ground-water and reclaimed secondary wastewater irrigation were lower than directly use of wastewater treatment plants' effluent. This paper should be viewed as a first step in the application of quantitative microbial risk assessment of E. coli to wastewater reuse in a paddy rice farming.

고농도 니켈을 함유한 산업하수의 질산화율 분석 및 개선 방안 (Analysis and improvement measures of nitrification using industrial wastewater with high Nikel concentration)

  • 임지열;길경익
    • 한국습지학회지
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    • 제19권4호
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    • pp.501-507
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    • 2017
  • 산업하수 내 함유된 고농도 중금속(니켈)은 하수처리장 질산화율 감소의 원인으로 지목되고 있다. 본 연구에서는 고농도 니켈을 함유한 산업하수의 질산화율 분석 및 개선 방안을 도출하고자 실험실 규모 반응조 운전을 실시하였다. 운전 결과를 고농도 니켈을 함유한 경우 질산화율은 20% 내외로 낮은 범위를 보였지만, 저농도 니켈이 유입되었을 경우 질산화율이 향상(70% 이상)되었다. 질산화율의 차이를 보인 주요 원인은 니켈이 반응조 내 미생물의 활성을 감소시킨 것으로 AUR과 SNR 분석을 통해 나타났다. 또한 고농도 니켈이 유입될 경우, 체류시간 증가와 더불어 질산화율이 증가하였다. 즉, 고농도 중금속(니켈)을 함유한 하수의 경우 미생물 관리 및 체류시간 증가를 통해 안정적인 질산화율을 확보할 수 있을 것으로 판단된다.

단기 수리학적 충격부하시 침전지 내장형 상분리 산화구공정의 처리 안정성 평가 (Stability Evaluation of Phased Isolation Intra-Clarifier Ditch Process on Short-Term Hydraulic Shock Loading)

  • 홍기호;장덕
    • 상하수도학회지
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    • 제19권6호
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    • pp.791-799
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    • 2005
  • The phased isolation intra-clarifier ditch system used in this study is a simplified novel process enhancing simultaneous removal of biological nitrogen and phosphorus in municipal wastewater in terms of elimination of additional pre-anaerobic reactor, external clarifier, recycle of sludge, and nitrified effluent recirculation by employing intrachannel clarifier. Laboratory-scale phased isolation ditch system was used to assess the treatability on municipal wastewater. When the system was operated at the HRTs of 6~12hours, SRTs of 9~31days, and cycle times of 2~8hours, the system showed removals of BOD, TN, and TP as high as 88~97%, 70~84%, and 65~90%, respectively. The rainfall in Korea is generally concentrated in summer because of site-specific characteristics. Especially, the wet season has set in on June to August. In combined sewers, seasonal variations are primarily a function of the amount of stormwater that enters the system. In order to investigate the effect of hydraulic shock loading on system performance, the laboratory-scale system was operated at an HRT of 6hours (two times of influent flowrate) during two cycles (8hours). The system performance slightly decreased by increasing of influent flowrate and decreasing of system HRT. Nitrification efficiency and TN removal were slightly decreased by increasing of influent flowrate (decreasing of system HRT), whereas, the denitrification was not affected by hydraulic shock loading. However, the higher system performance could be achieved again after four cycles. Thus, the phased isolation technology for enhanced biological nutrient removal in medium- and small-scale wastewater treatment plants suffering fluctuation of influent quality and flowrate.

폭기 에너지 저감 연속회분식반응조 운전과 미생물 군집 변화 특성 (Performance of sequencing batch reactor under aeration-limited condition and characteristics of microbial community change)

  • 황국선;신동혁;정인교;박성제;장인수;김정배;최정동
    • 상하수도학회지
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    • 제33권3호
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    • pp.215-224
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    • 2019
  • Recent focus on wastewater treatment includes energy-saving and renewable energy generation for energy-independence of water infrastructures. Aeration and pumping in biological wastewater removal processes account for nearly 30-60% of the total electricity cost in real wastewater treatment plants. In this study, the performance and microbial characteristics were investigated in sequencing batch reactor under typical oxygen and oxygen limited condition. Under typical DO ($7.55{\pm}0.99mg/L$) and low DO ($0.23{\pm}0.08mg/L$) conditions, COD removal was stable over 91 % during SBR operation. Ammonia removal efficiency was reduced from 95.6 % to 89.2 % when DO concentration was dropped sharply. Phosphorus removal efficiency also reached 77% at oxygen-limited condition. The results indicated that removal efficiency both ammonia and phosphorus was influenced by DO condition. Microbial analysis revealed that Proteobacteria and Bacteroidetes at phylum level was dominant in typical DO and low DO conditions and DO concentration did not much affect phylum distribution. Population decrease of genera of nitrifying bacteria(Dokdonella) and Dechloromonas spp. affect removal efficiency of nitrogen and phosphorus at low DO condition.

막여과 정수장에서의 배출수처리시설 설계인자 평가 (Evaluation of Design Parameter on Residuals Treatment Facilities in Membrane Water Treatment Plants)

  • 문용택;서인석;김홍석;박노석;안효원
    • 상하수도학회지
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    • 제20권1호
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    • pp.138-146
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    • 2006
  • The characteristics of backwash and concentrate discharges depend upon the quality of the water being treated and the net recovery of the membrane system. This paper is to indicate a design methods on the capacities of residuals treatment facilities in membrane processes for drinking water. We operated a demonstration membrane plant with a recovery rate of 90% for designing G-water treatment plant. We investigated on design parameter (optimum coagulant dosage and surface loading rate etc.) to design efficiently the residuals treatment facilities. The settling test was conducted with 1m columns dosing PACl to kaolin and membrane residuals under the experimental condition that discharge permit was under a 60mg/L. When the quantity of membrane residuals was $1,575m^3/day$, the estimated results for 1st thickener demonstrated the surface loading rate of 14.4m/day, detention time of 5.83hr, available depth of 3.5m.