• 제목/요약/키워드: 간헐포기

검색결과 27건 처리시간 0.059초

4단 간헐포기 공정의 운전조건이 고도처리에 미치는 영향 (Effect of Advanced Wastewater Treatment by Variations Operating Conditions of 4-stage Intermittently Aerated Activated Sludge process)

  • 최용범;이정규;한동준;권재혁
    • 한국산학기술학회논문지
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    • 제14권2호
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    • pp.970-976
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    • 2013
  • 본 연구는 간헐포기 공정을 이용하여 생활하수의 고도처리 효율을 증진시키는 방안을 제시하고자 수행되었다. 운전기간동안 유기물 제거효율 검토 결과, HRT 9hr 이상에서 TCODcr와 TBOD의 제거효율은 각각 91.1~96.3%와 91.4~97.5%로 높은 제거효율을 나타냈으나, HRT가 6hr에서는 각각 86.9~90.5%, 88.0~90.9%로 제거효율이 감소된 것으로 조사되었다. $NH_3$-N은 HRT 9hr 이상에서는 95% 이상의 높은 제거효율을 나타냈으며, T-N 제거효율은 HRT 9~12hr에서 67.6~76.7%, HRT 6hr에서는 50%로 감소되었는데 이는 탈질에 필요한 탄소원이 부족하기 때문이다. 운전기간동안 T-P 제거효율은 평균 32%로 낮게 조사되었는데 강화되는 법적기준을 준수하기 위해서는 반응조 후단에 화학적 인 제거 공정이 필요한 것으로 사료된다.

간헐포기 MBR공정에서 포기시간에 따른 운전특성 평가 (Evaluation of Operation Characteristics with Aeration Time in Intermittent Aeration Membrane Bioreactor)

  • 임봉수;최봉철
    • 한국물환경학회지
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    • 제21권4호
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    • pp.353-359
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    • 2005
  • This study was conducted to evaluate the operation characteristics with aeration time in intermittent aeration membrane bioreactor. The BOD removal efficiency rate of this process was over than 97% regardless of aeration on/off time. To get over than 82% of nitrogen removal efficiency rate, aeration off time needs more than 70 minutes in reactor. Specific denitrfication rate was 2.68 mg $NO_3-N/gMv/hr$ in 40/80 min aeration on/off time, was 2.6 times more than 60/60 min, and 1.4 times more than 50/70 min in 6,300 mg/L of MLSS concentration. Specific nitrification rate was 1.96 mg $NH_4-N/gMv/hr$ in 50/70 min, was 1.4 times more than 40/80 min, but it was effectded little upon nitrification. Microbial activity was effected little according to aeration on/off time, oxygen demend was reduced according to aeration off time increased and microbial concentration increased. The longer aeration off time become, the higher Extraceller Pollymeric Substance (EPS), 50/70 min and 40/80 min in aeration on/off time was increased 1.6 times and 2.7 times, respectively more than 60/60 min because of increase of operation pressure.

컴퓨터 시뮬레이션을 이용한 간헐폭기 MBR시스템에서의 유기물 및 영양염류 처리 성능 평가 (Evaluation of Biological Organic and Nutrient Removal Performance in Intermittent MBR Systems by Computer Simulation)

  • 유호식;이승희
    • 유기물자원화
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    • 제21권3호
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    • pp.82-92
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    • 2013
  • 생물학적 질소 및 인을 제거하기 위한 경제적인 공법인 간헐 폭기 MBR공법은 내부순환이 없고, 간헐반응조 폭기 시간 조절을 통해서 반응시간을 조절할 수 있는 장점이 있다. 본 연구에서는 신기술로 인증 받은 폭기에너지 절약 공법인 신 간헐폭기-MBR공법, 그리고 간헐반응조 폭기/비포기 주기가 1시간/1시간 및 4시간/4시간인 일반적인 간헐 폭기 MBR공법에 있어서의 처리성을 컴퓨터시뮬레이션을 통해서 평가하였다. 폭기 주기가 1시간/1시간인 간헐폭기 MBR공법의 경우, 폭기 시 최대 용존산소 농도가 0.23mg/L가 되어, 동시 질산화/탈질 반응이 수행되는 것으로 나타나 질소와 인 제거 효율은 각각 57.0%, 55.0%로 가장 높았다. 본 연구는 유입수질이 일정한 경우에 있어서의 시뮬레이션을 수행하였으며, 각 시스템에 있어서의 실 처리장 적용성을 파악하기 위해서는 유입수질 변동에 따른 처리성을 평가할 필요가 있는 것으로 나타났다.

2단 간헐 포기조의 포기/비포기 시간비에 따른 영양염류 제거특성 (Nutrients removal on Oxic/Anoxic time ratio in 2-stage-intermittent-aeration reactor)

  • 김홍태;신석우;오상화;권성현
    • 한국환경과학회지
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    • 제13권7호
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    • pp.675-680
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    • 2004
  • This study was conducted to remove organics and nutrients using 2 stage intermittent aeration reactor. First reactor, using suspended microbial growth in intermittent aeration instead of anaerobic reactor in the typical BNR process, used minimum carbon source to release P, and it was possible to reduce ammonia loading going to second reactor. In the second reactor, using moving media intermittent aeration, it was effective to reduce nitrate in non-aeration time by attached microorganisms having long retention time. In aeration time, nitrification and P uptake were taken place simultaneously. From the experiment, two major results were as follows. First, the removal of organics was more than 90%, and optimum aeration/non-aeration time ratio for organic removal was corresponded with aeration/non-aeration time ratio for nitrogen removal. Second, in the first reactor, optimum aeration/non-aeration time ratio was 15/75 (min.) because it was necessary to maintain 75 min. of non-aeration time to suppress of impediment of return nitrate and to lead release of phosphate. In the second reactor, optimum aeration/non-aeration time ratio was 45/90 (min.).

MBR에서 간헐포기에 의한 오염저감 효과 (Effects of Fouling Reduction by Intermittent Aeration in Membrane Bioreactors)

  • 최영근;김현철;노수홍
    • 멤브레인
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    • 제25권3호
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    • pp.276-286
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    • 2015
  • 30 LMH의 정유량 플럭스로 운전하는 MBR에서, 휴지 및 역세정에 따른 한외여과 분리막의 오염을 조사하였다. 또한, 연속적인 공기세정과 비교하여 분리막 여과저항을 최소화하기 위한 간헐적인 공기세정을 평가하였다. 여과 조건은 14.5분 여과와 0.5분의 휴지를 유지하였으며, 역세정 시간은 휴지 시간과 동일하게 운전하였다. 공기세정이 정지하는 동안에 분리막 표면의 겔층 위에 케?이 빠르게 축척되었으며, 역세정으로 겔층과 케?층의 복합층은 쉽게 제거되었다. 역세정 후에 공기세정이 정지하는 동안 분리막 표면에 케?이 형성되어 공경 내부의 오염현상을 억제하였다. Pearson 상관성을 조사한 결과, 간헐적인 공기세정에서 공기 세정이 정지하는 시간과 분리막의 오염은 매우 연관성이 높다는 것을 알았다. 즉, 간헐적인 세정에서 공기세정이 정지하는 시간이 갈수록 오염억제에 효과적이었다.

간헐포기 활성슬러지 중수처리공정의 현장적용 연구 (A Study on the Field Application of Intermittently Aerated Activated Sludge Process for Water Reuse System)

  • 서인석;김병군;박승국;권선웅
    • 한국물환경학회지
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    • 제16권4호
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    • pp.513-521
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    • 2000
  • Intermittently aerated activated sludge process was applied as a water reuse process of $70m^3/day$ for the upgrade of organic, nitrogen and phosphorus removal efficiency and clarifier performance. After application of the intermittently aeration, removal efficiency of BOD, SS, T-N and T-P were achieved 95%, 90%, 80% and 60%, respectively. Removal efficiencies in intermittently aerated process were considerably increased. comparing to those of continuously aerated activated sludge process. Also sludge rising problem in clarifier was improved. Average concentration of supplied reusing water were BOD 5 mg/L, turbidity 4 NTU and after chlorination, residual chlorine 0.4 mg/L, coliform 0 MPN/100mL. Intermittently aerated activated sludge process could be one of the best alternative process for the retrofit of conventional activated sludge process for the removal of nutrient in water reuse system.

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간헐포기 소화슬러지의 개량과 탈수 특성에 관한 비교 연구 (A Comparative Study on the Conditioning and Dewaterability of Digested Sludge from Intermittent Aerobic Digestion)

  • 김성홍;최영균;정태학
    • 한국물환경학회지
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    • 제20권4호
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    • pp.370-375
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    • 2004
  • Synthetic organic polyelectrolytes can be used to condition sludges to enhance their dewaterability. When conditioning biological sludges, the charge on the polymer has a significant impact on the effectiveness of the polymer as a conditioner. The objectives of this investigation were to determine the most effective type and dosage of polymer for conditioning digested sludge prior to dewatering, and to investigate the relationship between dewaterability and particle size. 3 types of digested sludge were used under the different digestion processes like anaerobic digestion, aerobic digestion and intermittent aerobic digestion. CST(capillary suction time), TTF(time-to-filter) and SRF(specific resistance to filtration) were tested as a dewaterability index and the number of particle distribution was analyzed using particle size analyzer. The results indicate that cationic polymer appears to be required for effective conditioning of these 3 types digested sludge and the optimal polymer dosage is about 0.6% of SS. CST and TTF are well correlated with mean particle diameter of which the dimension order is 1.7.

APID공정 내 동절기 개량형 간헐포기 운전모드 적용 및 개발 (Development and Application of Modified Intermittently Aeration mode for Advanced Phase Isolation Ditch (APID) process at Winter Season)

  • 곽성근;안상우;정무근;박재로;박재우
    • 한국물환경학회지
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    • 제25권6호
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    • pp.872-878
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    • 2009
  • Advanced Phase Isolation Ditch (APID) process was studied to develop economic retrofitting technology, for the plants where retrofitting of common activated sludge process is required. In this study, to develop and apply the modified intermittently aeration mode as process control conditions for treating municipal wastewater, a demonstration plant was installed and operated in the existing sewage treatment plant of P city. During this study, the average effluent $BOD_5$, SS, T-N, and T-P concentrations were 6.3, 4.5, 10.0, and 1.3 mg/L. The modified mode decreased the nitrification capability more than the conventional mode in the application period. Nitrate in the anaerobic condition can have a negative effect on biological phosphorus removal. In the decreasing nitrate levels, the modified mode increased the biological ability of removal phosphorus more than the conventional mode in this study. Therefore, newly developed APID process with modified intermittent aeration mode can be one of the useful processes for stable organic matter and nutrients removal.

간헐포기 소화 슬러지의 고분자 응집제에 의한 개량과 입도 분포 변화에 관한 연구 (A Study on the Conditioning with Polymer and the Particle Size Distribution of Intermittent Aerobic Digestion Sludge)

  • 김희준;김성홍;최재성
    • 한국환경보건학회지
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    • 제30권3호
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    • pp.253-258
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    • 2004
  • Synthetic organic polyelectrolytes can be used to condition sludges to enhance their dewaterability. Intermittent aerobic digestion is an useful digestion technology and has many advantages like neutral pH, low installation cost and easiness to operation. The objectives of this study were to investigate the dewaterability of intemittent aerobic digestion sludge and to find the relationship between dewaterability and particle size distribution change under the conditioning of intermittent aerobic digestion sludge by cationic polyelectrolyte. Digested sludge from intermittent aerobic digestion was used and cationic polyacrylamide polymer was added as a conditioner. CST(capillary suction time), TTF(time-to-filtration) were tested as a dewaterability index and the number of particle distribution was analyzed using particle size analyzer. The results indicate that cationic polyelectrolytes is useful to enhance dewaterability of intermittent aerobic digestion sludge. Mean particle diameter was increased as polymer dosage increased and its value was reached up to 100 mm on the condition of optimal cationic polymer dosage. CST and TTF are well correlated with mean particle diameter when the weighting order is 1.7. By the optimal conditioning with cationic polymer, particles in the filtrate are also reduced significantly and this means that conditioning is helpful to main stream by reducing SS loading from return flow.