• 제목/요약/키워드: Ammonia removal rate

검색결과 223건 처리시간 0.034초

고정화 질화세균을 이용한 저농도 암모니아의 고도처리 (I) 공기 유입량과 수력학적 체류시간의 영향

  • 이정훈;김병진;이민수;나인걸;서근학
    • 한국생물공학회:학술대회논문집
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    • 한국생물공학회 2002년도 생물공학의 동향 (X)
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    • pp.343-345
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    • 2002
  • This study was performed by the airlift bioreactor using the nitrifier consortium entrapped in polyvinyl alcohol(PVA) for removing low concentration total ammonia nitrogen(TAN). At the aeration rate of 1.5 vvm, TAN removal rate and removal efficiency was 316.6${\pm}$7.2 $g/m^3$ day and 92.8${\pm}$2.2%. Removal rate was continuously increased with decreasing from 0.5hr to 0.05hr of hydraulic residence time(HRT), whereas removal efficiency was decreased with decreasing HRT.

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삼상 유동층 반응조를 이용한 해수 순환 여과 시설의 수처리 (Water Treatment of Seawater Recirculating Aquaculture System by Using Three Phase Fluidized Bed Reactor)

  • 이병헌;최혁;류종수
    • 한국양식학회지
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    • 제13권2호
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    • pp.137-145
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    • 2000
  • 삼상 유동층 반응조의 수처리 효율을 검토하기 위해 해수 순환여과 시설을 운전하였다. 수처리 시스템은 유동층 반응조, 카트리지 필터, 오존접촉조로 구성되어 있고, 전체 운전기간동안 사육조내 수질인자별 평균농도는 각각 COD 9mg/L, 총암모니아(TAN) 0.22mg/L, 아질산성 질소 0.05mg/L, 질산성 질소 20mg/L, 탁도 3.64 NTU, SS 9.5mg/L, pH 7.6, 알칼리도 70mg/L 등으로 나타나 양호한 수질조건을 유지할 수 있었다. 유동층 반응조의 TAN 부하량 범위는 4.3~32.9 g/$m^3$/day였고, 평균 제거율은 20 g/$m^3$/day으로 나타났다. 각 반응조의 TAN 제거율은 47~60%로 나타나 해수에서도 효과적인 암모니아 제거 특성을 나타내었다. 또한 유출수의 비이온성 암모니아 농도는 0.002 mg/L이하로 유지 할 수 있었다

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요소회로 효소 유전자로 형질전환 된 Chinese Hamster Ovary 세포의 암모니아 제거능력과 세포성장률

  • 김홍진;정명일;장윤정;임미희;김익환;김익영
    • 한국생물공학회:학술대회논문집
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    • 한국생물공학회 2001년도 추계학술발표대회
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    • pp.66-69
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    • 2001
  • Previously we developed a CHO cell line (CHO-OTC1-A19) expressing the first two enzymes of urea cycle. This cell line showed higher ammonia removal activity and faster growth rate than the vector controlled CHO cells (CHO-neo-5). The purpose of this study was to develop a cell line with higher ammonia removal activity than the cell line developed previously. To accomplish this, we constructed stable CHO cell lines expressing the first three, the first four, or all five enzymes of urea cycle by the stable transfection method. We finally selected CHO-AL-19 cell line expressing the first three, the first four enzymes of the cycle with higher ammonia activity than CHO-OTC1-A19 and CHO-n대-5 cell lines: 40% and 15% higher than those of CHO-neo-5 and CHO-OTC1-A19 cell lines 72 hour after culture started, respectively. It also showed 44% and 10% higher cell viability than CHO-neo-5 and CHO- OTC1-A19 cell lines at higher cell density. In addition, CHO-AL-19 cells showed 45%-60% and about 20% lower ammonia concentration per cell than those of CHO-neo-% and CHO-OTC1-A19 cell lines, respectively. These results indicate that CHO-AL-19 could be used in the production of human therapeutic proteins with higher efficiency.

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고농도 암모니아성 질소 폐수의 효과적인 혐기성 처리를 위한 영향 인자 평가 (Estimation of influening factors for efficient anaerobic digestion of high strength ammonia-nitrogen wastewater)

  • 박세용;박정훈;나효성;김문일
    • 상하수도학회지
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    • 제26권5호
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    • pp.649-658
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    • 2012
  • In this study, the influencing factors for efficient anaerobic digestion of high strength ammonia-nitrogen wastewater removal were investigated by testing biochemical methane potential test. In the influencing factors, the trace metals which could increase activity of anaerobic microorganisms, microbial concentration and types were evaluated. In the results, trace metals supplementation showed gas production amount higher than those without addition of trace metals. Among the tested trace metals, B, Ni, and Se were preferable to gas production. In the result of gas production according to the microbial concentration, the amount of gas production was proportional to the microbial concentration. In addition, the shortest lag time and the fastest gas production rate were achieved when the highest microbial concentration was tested. granule-type microorganism produced more gas than suspended-type microorganism. In conclusion, the efficient anaerobic digestion for high strength ammonia-nitrogen wastewater removal could be achieved by applying necessary trace metals injection and high concentration granule type microorganism.

125 MW급 우드펠릿 발전소에서 탈질설비 운전조건이 질소산화물 발생량에 미치는 영향 (Effect of the De-NOx Facility Operating Condition on NOx Emission in a 125 MW Wood Pellet Power Plant)

  • 전문수;이재헌
    • 플랜트 저널
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    • 제18권3호
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    • pp.52-61
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    • 2022
  • 본 연구는 실제 운영중인 영동에코발전본부 1호기 125 MW 우드펠릿 발전소를 대상으로 탈질설비 운전조건이 NOx 발생량에 미치는 영향을 시험하였다. SNCR 요소 유량 증가에 따라 NOx 농도는 점차 감소하였으나 SCR 후단 암모니아 슬립은 상승하였다. 시험대상 보일러는 고온의 내부온도로 인해 SNCR 운영에 불리한 구조이며 노즐의 최적위치 검토가 필요할 것이다. SCR 희석공기 온도변화는 NOx 발생량에 영향을 미치지 않았다. SCR 암모니아 유량 증가는 SCR 후단 NOx 농도를 감소시켰고 NOx 제거효율도 증가시켰다. 다만 암모니아 슬립 자체 기준치를 초과하지 않는 암모니아 유량 111 kg/h가 최대 운전기준으로 추정된다. SCR 믹서 압력 상승은 NOx 농도를 감소시키고 제거효율도 최대로 측정되어 NOx 생성을 가장 효과적으로 억제하는 변수로 파악되었다.

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이온 치환된 천연 제올라이트를 활용한 암모니아성 질소, Mn, As의 제거 (Removal of Ammonia Nitrogen, Manganese and Arsenic in The Ion Exchanged Natural Zeolite)

  • 이경한;길보민;유철휘;황갑진
    • 멤브레인
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    • 제29권5호
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    • pp.237-245
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    • 2019
  • 암모니아성 질소($NH_4-N$)는 산업 폐수, 농업 및 축산 폐수에 포함되어 있으며 인과 함께 수질의 부영양화를 일으키는 물질로 잘 알려져 있다. 또한 망간(Mn)과 비소(As)는 광산 처리수 등에 포함되어 있으며, 수질 오염의 원인 물질로 알려져 있다. 천연 제올라이트는 수중에서 암모니아성 질소를 제거하는데 사용되고 있지만 낮은 흡착능력을 가진다. 이러한 천연 제올라이트의 낮은 흡착능력을 개선하기 위해 $Na^+$, $Ca^{2+}$, $K^+$, $Mg^{2+}$로 이온 치환을 진행하였다. 암모니아성 질소($NH_4-N$)의 흡착량과 제거율은 $Na^+$로 이온 치환된 제올라이트에서 0.66 mg/g과 89.8%로 가장 높은 값을 보였다. 이온 치환된 제올라이트를 이용하여 Mn과 As의 흡착실험을 진행하였다. $Mg^{2+}$로 이온 치환된 제올라이트에서 Mn과 As의 높은 흡착량과 제거율을 보였다.

스윕 가스-진공 혼합식 탈기막 시스템을 활용한 암모니아 제거 (Membrane Degassing Process of Sweep Gas-vacuum Combination Type for Ammonia Removal)

  • 윤홍식;민태진;이건희;김형탁;신완호
    • 한국산업융합학회 논문집
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    • 제25권5호
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    • pp.835-842
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    • 2022
  • In this study, the membrane degassing process of the sweep gas - vacuum combination type was proposed for ammonia wastewater treatment. The effect of pH, initial ammonia concentration and scale-up on ammonia degassing performance was investigated. As a result, as the pH and the initial ammonia concentration increased, the degassing permeate flux was improved. On the other hand, the ammonia mass transfer coefficient increased as the initial ammonia reduced, which seems to be due to the driving force of the sweep gas-vacuum combination type membrane degassing system proposed in this study. In addition, 80 mg NH3/min of the ammonia degassing rate was achieved using a 6×28 inch size module. Better degassing performance is expected if consideration for maintaining vacuum pressure is involved in the scale-up design.

Study on the optimization of partial nitritation using air-lift granulation reactor for two stage partial nitritation/Anammox process

  • Jung, Minki;Oh, Taeseok;Jung, Kyungbong;Kim, Jaemin;Kim, Sungpyo
    • Membrane and Water Treatment
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    • 제10권4호
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    • pp.265-275
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    • 2019
  • This study aimed to develop a compact partial nitritation step by forming granules with high Ammonia-Oxidizing Bacteria (AOB) fraction using the Air-lift Granulation Reactor (AGR) and to evaluate the feasibility of treating reject water with high ammonium content by combination with the Anammox process. The partial nitritation using AGR was achieved at high nitrogen loading rate ($2.25{\pm}0.05kg\;N\;m-3\;d^{-1}$). The important factors for successful partial nitritation at high nitrogen loading rate were relatively high pH (7.5~8), resulting in high free ammonia concentration ($1{\sim}10mg\;FA\;L^{-1}$) and highly enriched AOB granules accounting for 25% of the total bacteria population in the reactor. After the establishment of stable partial nitritation, an effluent $NO_2{^-}-N/NH_4{^+}-N$ ratio of $1.2{\pm}0.05$ was achieved, which was then fed into the Anammox reactor. A high nitrogen removal rate of $2.0k\; N\;m^{-3}\;d^{-1}$ was successfully achieved in the Anammox reactor. By controlling the nitrogen loading rate at the partial nitritation using AGR, the influent concentration ratio ($NO_2{^-}-N/NH_4{^+}-N=1.2{\pm}0.05$) required for the Anammox was controlled, thereby minimizing the inhibition effect of residual nitrite.

EFFECT OF INLET LOADING RATE ON THE ELIMINATION OF HYDROGEN SULFIDE AND AMMONIA IN IMMOBILIZED CELL BIOFILTERS

  • Kim, Jung-Hoon;Rene, Eldon R.;Park, Seung-Han;Park, Hung-Suck
    • Environmental Engineering Research
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    • 제11권5호
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    • pp.285-291
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    • 2006
  • Biofiltration is a simple, effective, economically viable and the most widely used gas treatment technique for treating malodors at low concentrations and high flow rates. This paper reports the performance of two lab scale immobilized cell biofilters operated in continuous mode for hydrogen sulfide ($H_2S$) and ammonia ($NH_3$) removal. The removal efficiency (RE, %) and the elimination capacity (EC, $g/m^3{\cdot}hr$) profiles were monitored by subjecting the biofilters to different loading rates of $H_2S$ (0.3 to $8\;g/m^3{\cdot}hr$) and $NH_3$ (0.3 to $4.5\;g/m^3{\cdot}hr$). The removal efficiencies were greater than 99% when inlet loading rate to the biofilters were upto $6\;gH_2S/m^3{\cdot}hr$ and $4\;gNH_3/m^3{\cdot}hr$ respectively. The performance of the biofilters were also ascertained by conducting shock loading studies at a loading rate of $10\;gH_2S/m^3{\cdot}hr$ and $6\;gNH_3/m^3{\cdot}hr$. The results from this study show high removal efficiency, good recuperating potential and stability of the immobilized microbial consortia to transient shock loads.

3상 생물막유동층반응기를 이용한 황화수소와 암모니아의 동시제거

  • 박진수;문종혜;김종우;김동욱;오광중
    • 한국생물공학회:학술대회논문집
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    • 한국생물공학회 2000년도 춘계학술발표대회
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    • pp.339-342
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    • 2000
  • 황화수소와 암모니아 함유악취의 동시처리를 위해 Thiobacillus sp.IW가 함유된 3상 생물막유동층반응기를 사용하였다. 본 연구에서 황화수소는 미생물에 의해 산으로 전환되었으며 이어서 유입된 암모니아와 반응하여 황산암모늄이 생성됨으로서 양성분은 제거되었다. 황화수소의 경우 45 mg/l h의 유입량에서도 거의 완전한 처리 효율을 보여주었으나, 암모니아의 경우 유입량이 10 mg/l h에서 증가함에 따라 처리효율은 점차 감소하였다.

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