• Title/Summary/Keyword: 아질산성 질소의 축적

Search Result 14, Processing Time 0.033 seconds

Parameters Affecting Nitrite Accumulation in Submerged Biofilm Reactor (생물막 반응기에서 아질산성 질소의 축척에 미치는 영향인자)

  • Hwang, Byung-Ho;Hwang, Kyung-Yub;Choi, Eui-So
    • Journal of Korean Society of Environmental Engineers
    • /
    • v.22 no.10
    • /
    • pp.1789-1797
    • /
    • 2000
  • The objective of this study was to assess parameters affecting nitrite accumulation, which offers advantages in terms of less aeration energy and carbon consumption for denitrification. The influence of the alkalinity to $NH_4{^+}-N$ concentration ratio, pH, FA(free ammonia) concentration and temperature on nitrite accumulation was investigated. The experiment was performed with supernatant from dewatering process of anaerobic digested sludge using a submerged biofilm reactor. The influent contains high strength of ammonium nitrogen and the alkalinity was insufficient for complete nitrification. An increased nitrite accumulation was observed with increase in alkalinity to $NH_4{^+}-N$ concentration ratio. The increase in alkalinity to $NH_4{^+}-N$ concentration ratio has been a maior reason for the high pH value and FA concentration in the reactor. It can be considered that selective inhibition of Nitrobacter can be causes of nitrite accumulation. The nitrite accumulation increased with increment of temperature at fixed alkalinity to $NH_4{^+}-N$ concentration ratio.

  • PDF

Effects of Ammonia Loading on Nitrification and Nitrite Build-up in an Activated Carbon Fluidized Bed Biofilm Reactor (암모니아 부하가 활성탄 유동상에서의 질산화 및 아질산 축적에 미치는 영향)

  • Choi, In-Cheol;Park, Soo-Young;Lee, Kwan-Yong;Bae, Jae-Ho;Cho, Kwang-Myeung
    • Journal of Korean Society of Environmental Engineers
    • /
    • v.22 no.1
    • /
    • pp.53-60
    • /
    • 2000
  • The effects of ammonia loading on nitrification, especially on nitrite build-up, in an activated carbon fluidized bed reactor were investigated by increasing the ammonia loading rate stepwise from 0.1 to $7.5kg\;NH_3-N/m^3{\cdot}day$. Although effluent nitrite concentration and nitrification efficiency fluctuated at the loading rates above $1.8kg\;NH_3-N/m^3{\cdot}day$, an average nitrification efficiency of 90% was achieved. Nitrite build-up began at an ammonia loading rate of $l.8kg\;NH_3-N/m^3{\cdot}day$, at which the free ammonia concentration was estimated to be above 1 mg/L. During the nitrite build-up, the ratio of influent $NH_3-N$ concentration to the DO concentration of the reactor liquor and the ratio of effluent $NH_3-N$ concentration to the DO concentration of the reactor liquor was measured to be above 100 and 2, respectively. Considering the advantages of nitritation/denitrification, a fluidized bed reactor could be an effective means for biological nitrification of wastewaters with high ammonia concentration.

  • PDF

The Effect of External Carbon Sources on Batch Denitrification Process. (회분식 탈질 공정에서 외부 탄소원에 따른 탈질효과)

  • 윤동인;이진종;김동운;이기영
    • Microbiology and Biotechnology Letters
    • /
    • v.26 no.2
    • /
    • pp.96-101
    • /
    • 1998
  • Respiratory denitrification experiments were performed using different carbon sources (acetic acid, glucose, methanol, molasses). In the culture media with glucose and molasses, COD consumption and denitrification rates were higher than with acetic acid and methanol. However, up to 30-40% of reduced nitrate and nitrite were converted to ammonium in glucose and molasses media. In the culture media with acetic acid and methanol, ammonium was not accumulated. Some of the consumed COD seemed to be used by the acid formers for the acidification in glucose and molasses media. By initial pH control of with molasses media, higher denitrification rate (up to 99%) and faster response could be obtained.

  • PDF

Effect of Influent C/N Ratio and DO on Denitrification of Nitrate Polluted Groundwater in a Biofilter Process (Biofilter 공정에서 유입 C/N비와 DO가 지하수의 질산성 질소제거에 미치는 영향)

  • Lee, Moo-Jae;Park, Sang-Min;Park, Noh-Back;Jun, Hang-Bae;Kim, Kong-Soo
    • Journal of Korean Society of Environmental Engineers
    • /
    • v.28 no.4
    • /
    • pp.355-361
    • /
    • 2006
  • In this study, effects of influent C/N(COD/Nitrate) ratio and dissolved oxygen(DO) concentration on biological nitrate removal from groundwater were investigated in the fixed-type biofilter. Influent nitrate of 30 mg/L was removed completely by biological denitrification at the C/N ratio of 10 and 4.0, while residual nitrate of 5 mg/L occurred at the C/N ratio of 2.0, which resulted from deficiency of organic electron donor. Furthermore, nitrite was accumulated up to about 5 mg/L as the C/N ratio decreased to 2.0. Increase in DO concentration also inhibited denitrification activity at the relatively high C/N ratio of 5.0, which decreased the nitrate removal efficiency. Although the influent DO concentration was reduced as low as 0.3 mg/L using sodium sulfite($Na_2SO_3$), effluent nitrite was up to 3.6 mg/L. On the other hand, nitrate was completely removed without detection of nitrite at the DO concentration of 0.3 mg/L using nitrogen gas($N_2$) sparging. The organic matter for denitrification in biofilter were in the range from 3.0 to $3.5gSCOD/g{NO_3}^--N$, while utilized these values increased at the high DO concentration of 5.5 mg/L. In addition to the high DO concentration and the low influent C/N ratio, DO control by chemical such as sodium sulfite affected on biological denitrification, which resulted in the reduction of nitrate removal efficiency and nitrite build-up in a biofilter.

Partial Nitrification of Wastewater with Strong N for Anaerobic Nitrogen Removal (혐기성 질소제거를 위한 고농도 질소폐수의 부분질산화)

  • Hwang, In-Su;Min, Kyung-Sok
    • Journal of Korean Society of Environmental Engineers
    • /
    • v.28 no.4
    • /
    • pp.414-420
    • /
    • 2006
  • Effluent from an anaerobic digestion system with an elutriated phased treatment(ADEPT, Anaeorbic Digestion Elutriated Phase Treatment) for piggery waste treatment using anaerobic ammonium oxidation(ANAMMOX) process was used as a substrate of partial nitrification reactor. In mesophilic condition($35^{\circ}C$), controlling parameters of nitrite accumulation were HRT, pH, free ammonia(FA) and hydroxylamine rather than dissolved oxygen. Bicarbonate alkalinity consumption ratio including bicarbonate stripping and buffering was 8.78 g $Alk._{comsumed}/g\;NH_4-N_{converted}$. In steady state for 1 day of HRT and $2.7{\sim}4.4mg/L$ of DO, $NO_2-N/NH_4-N$ ratio of partial nitrification effluent was about $1{\sim}3$, which was applicable to ANAMMOX reactor influent for the combined partial nitrification-ANAMMOX process.

Biofilm airlift 반응기를 이용한 선택적 질산화의 연구

  • Yun, Ho-Jun;Jang, Jae-Seon;Kim, Dong-Jin
    • 한국생물공학회:학술대회논문집
    • /
    • 2000.11a
    • /
    • pp.457-460
    • /
    • 2000
  • A biofilm airlift reactor filled with biomass-covered carriers (sand) were used to remove ammonium by selective nitrification (ammonium to nitrite). The effects of experimental conditions (ammonium load, pH, dissolved oxygen) on nitrification and nitrite accumulation were investigated. The reactor showed more than 90% nitrification efficiencies at 2.5 kg $NH_4\;^+-N/m^3/d$ and $NO_2\;^--N$ could be accumulated between 75% and 90% in the effluent. It is likely that nitratation (nitrite oxidizer) was inhibited by low dissolved oxygen concentration while nitritation (ammonium oxidizer) was kept stable.

  • PDF

아질산성 질소의 축적에 대한 용존 산소와 free ammonia의 영향 연구

  • Han, Dong-U;Lee, Su-Cheol;Lee, Nam-Hui;Kim, Dong-Jin
    • 한국생물공학회:학술대회논문집
    • /
    • 2000.11a
    • /
    • pp.475-478
    • /
    • 2000
  • For an integrated nitrification-denitrification process, nitrite formation in the aerobic stage leads to big savings. Dissolved oxygen concentration, temperature, pH and free ammonia concentration have been meet for nitrite accumulation. Also their effects over the ammonia oxidizers and nitrite oxidizers have been studied. Dissolved oxygen limitation and free ammonia inhibition led to slow nitrification and nitrite build up. In this study batch kinetics of ammonium and nitrite oxidations were performed with free ammonia accumulated nitrifiers. From the results it is likely the nitrite oxidizers are inhibited by oxygen limitation rather than free ammonia.

  • PDF

Determination of the Optimum NH$_3$-N/NO$_2$-N Ratio by Anaerobic Batch Test in Anaerobic Ammonium Oxidation Process (혐기성 암모늄 산화공정에서 혐기성 회분식 실험에 의한 NH$_3$-N/NO$_2$-N의 최적비 산정)

  • Lee, Hwan-Hee;Kim, I-Jung;Jung, Jin-Young;Kim, Jee-Hyung
    • Journal of Korean Society of Environmental Engineers
    • /
    • v.30 no.7
    • /
    • pp.700-704
    • /
    • 2008
  • Nitrite and free ammonia have been known as substrate inhibitors in anaerobic ammonium oxidation. To reduce inhibitory effect of these substrates, the NH$_3$-N/NO$_2$-N ratio in the influent could be properly controlled in anaerobic ammonium oxidation process. Five kinds of NH$_3$-N/NO$_2$-N ratio were assayed in batch to find optimum NH$_3$-N/NO$_2$-N ratio, curtailing substrate inhibition. As the results of batch test, the highest T-N removal efficiency of 88% was obtained at 1.00 : 1.30 of NH$_3$-N/NO$_2$-N ratio. In addition, rate constants for ammonium and nitrite in zero-order kinetics were found to be the highest values as 7.66 mg/L$\cdot$hr and 11.89 mg/L$\cdot$hr at 1.00 : 1.30 ratio, respectively. However, as for the specific anammox activity, the ratio of NH$_3$-N/NO$_2$-N ratio was recommended as 1 : 1.15 which can maintain the highest SAA during continuous operation and preclude the accumulation of nitrite in the reactor.

Effects of Environmental Factors on Nitrite Accumulation in a Strong Nitrogen Removal System (고농도 질소폐수 처리 공정에서 환경인자가 아질산염 축적에 미치는 영향)

  • Park, Noh-Back;Choi, Woo-Yung;Yoon, Ae-Hwa;Jun, Hang-Bae;Park, Sang-Min
    • Journal of Korean Society of Water and Wastewater
    • /
    • v.24 no.1
    • /
    • pp.51-62
    • /
    • 2010
  • The high concentration of N in the wastewater from livestock farming generally renders the efficiency of the wastewater treatment. Therefore, removal of N in livestock wastewater is crucial for successful treatment. The current study was conducted to investigate the optimum conditions for partial nitrification under anaerobic condition following nitritation in TPAD-BNR(two-phase anaerobic digestion-biological nitrogen removal) operating system. Sequential operating test to stimulate partial nitrification in reactor showed that partial nitrification occurred at a ratio of 1.24 in $NO_2{^-}$-N:$NH_4{^+}$-N. With this result, a wide range of factors affecting stable nitritation were examined through regression analysis. In the livestock wastewater treatment procedure, the hydraulic retention time (HRT) and pH range for optimum nitrite accumulation in the reactor were 1-1.5 days and 7-8, respectively. It was appeared that accumulation of $NO_2{^-}$-N in the reactor is due to inhibition of the $NO_2{^-}$-N oxidizer by free ammonia (FA) while the effect of free nitrous acid was minimal. Nitrification was not influenced by DO concentration at a range of 2.0-3.0 mg/L and the difference in the growth rate between $NH_4{^+}$-N oxidizer and $NO_2{^-}$-N oxidizer was dependent on the temperature in the reactor.

Nitrite Accumulation and Nitrite Oxidation Efficiency of High-Concentration Ammonia Nitrogen by SRT change (SRT 변화를 통한 고농도 암모니아성 질소의 아질산성 질소 축적 및 아질산화 효율 평가)

  • Kim, Sungji;Gil, Kyungik
    • Proceedings of the Korea Water Resources Association Conference
    • /
    • 2020.06a
    • /
    • pp.241-241
    • /
    • 2020
  • 축산물의 수요가 증가함에 따라 가축의 사육규모 및 두수도 증가하여 가축분뇨의 발생량이 증가한다. 가축분뇨는 일반하수에 비해 고농도의 유기물, 질소, 인 등의 오염물질이 포함되어 있다. 적절한 처리 없이 하수처리장 및 수계로 유입될 경우 하수처리장 처리 효율에 영향을 미치거나 부영양화 등 다양한 문제를 야기 시킬 수 있다. 이러한 문제를 해결하기 위해 아질산화 반응을 이용하는 다양한 공정들이 연구되고 있다. 아질산화 반응은 완전 질산화 반응에 비해 질산화 단계에서 약 25%의 산소요구량이 절감되고, 탈질 단계에서 약 40%의 탄소원이 절감되는 경제적 장점이 있기 때문이다. 본 연구에서는 부피 8L의 실험실 규모 아질산화 반응조 원통형 아크릴로 제작되었고, 서울 A하수처리장 미생물을 채취하여 사용했다. 또한 SRT의 영향을 살펴보기 위하여 35℃ 동일 온도를 유지했다. 반응조 슬러지 반송 및 폐기가 없는 완전 혼합 반응조로 SRT와 HRT가 동일하게 운전하는 방법을 사용하여 SRT를 조절하는 방식으로 운전했다. SRT의 경우 8일, 6일, 4일, 2일의 변경조건을 통해서 차이를 살펴보았다. Ammonia Removal Rate(%)의 경우 각각 86%, 86%, 87%, 24%의 효율을 보였고, Nitrite Conversion Rate(%)의 경우 각각 10%, 45%, 80%, 41%의 효율을 보였다. 35℃ 실험실 규모 반응조에서 가축분뇨 유입 원수의 아질산화 반응을 유도하기 위해서는 SRT운전 조건은 4~8일, 고효율의 아질산화 반응을 유도하기 위해서는 SRT 4일 조건이 적합하다고 판단된다. 본 연구는 실제 가축분뇨 처리 효율 상승을 위해서 아질산화 공법을 도입할 경우 중요한 자료로 이용 가능할 것으로 판단된다.

  • PDF