• 제목/요약/키워드: Membrane bio-reactor(MBR)

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A Study on Removal of Disinfection By-products in High Concentration Powdered Activated Carbon Membrane Bio-reactor Process for Advanced Water Treatment (고도정수처리를 위한 HCPAC-MBR 공정에서의 소독부산물 저감에 관한 연구)

  • Lee, Song-Hee;Jang, Sung-Woo;Seo, Gyu-Tae
    • Journal of Korean Society of Water and Wastewater
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    • v.20 no.1
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    • pp.27-34
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    • 2006
  • This study was conducted to evaluate the performance of a membrane bioreactor filled with high concentration of powdered activated carbon (HCPAC-MBR) to reduce DBPs at the drinking water treatment. The pilot system was installed after the rapid sand filtration process whose plant was the conventional treatment process. The removal efficiencies of DBPs were measured during pilot operation period of 2 years. HAA and THM removal rates could be maintained around 80~90% without any troubles and then tremendous reduction of HAA and THM reactivity were observed more than 52%. The average removal rate of HAA formation potential (FP) and THM formation potential (FP) were 70.5% and 67.6% respectively. It is clear that the PAC membrane bioreactor is highly applicable for advanced water treatment to control DBPs.

Technical Evaluation of MBR Process for the Wastewater Treatment of Beverage Fabrication Processes (음료수 제조 공정 폐수의 MBR 처리 기술 평가)

  • Jung, Cheol Joong;Park, Jong Min;Kim, Youn Kook
    • Membrane Journal
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    • v.24 no.1
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    • pp.63-68
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    • 2014
  • Manufacturing facility for non-alcoholic drink, the parts of the food industry, disposes wastewater which includes high organic concentration and low nitrogen, phosphorus concentration. For this kind of wastewater, the treatment plant consists mainly of aerobic reactor and chemical coagulation process. And sand-filter or activated carbon process is normally installed further. However, aerobic reactor must have long HRT to treat high concentration of organic contaminant included in this wastewater, so the large site area is required. And settling tank which is normally applied for wastewater treatment facility has some problems such as water quality degradation caused by the sludge spill. To solve these problems, we applied MBR system for the wastewater. And the MBR pilot plant was installed nearby the wastewater treatment facility of W food factory and operated during long term to evaluate treatment efficiency. This plant was operated about 3 months and than the result was 97% of organic removal rate on conditions of flow rate $20m^3/day$, HRT 29 hr, recycle 4Q. However, contaminant removal ratio of bio-reactor decreased and TMP of membrane increased rapidly on more conditions.

Effects of DO concentration on Simultaneous Nitrification and Denitrification(SND) in a Membrane Bioreactor(MBR) (MBR 단일 반응조에서 용존산소 농도에 따른 동시 질산화-탈질반응(SND)의 영향)

  • Park, Noh-Back;Choi, Woo-Yung;Yoon, Ae-Hwa;Jun, Hang-Bae
    • Korean Journal of Environmental Agriculture
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    • v.28 no.4
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    • pp.371-377
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    • 2009
  • In this study, simultaneous nitrification and denitrification (SND) from synthetic wastewater were performed to evaluate dissolved oxygen(DO) effects on chemical oxygen demand(COD) and nitrogen removal in a single membarne bio-reactor(MBR). DO levels in MBR at Run 1, 2, and 3 were 1.9~2.2, 1.3~1.6, and 0.7~1.0 mg/L, respectively. Experimental results indicated that DO had an important factor to affect COD and total nitrogen(TN) removal. SND were able to be accomplished in the continuous-aeration MBR by controlling ambient DO concentration. It is postulated that, because of the oxygen diffusion limitation, an anoxic micro-zone was formed inside the flocs where the denitrification might occur. From the results of this study, 96% of COD could be removed at DO of 0.7mg/L. At run 2 72.92% of nitrogen was removed by the mechanisms of SND (7.75mg-TN/L in effluent). In this study, SND was successfully occurred in a MBR due to high MLSS that could help to form anoxic zone inside microbial floc at bulk DO concentrations of 1.3~1.6mg/L.

Development of PTFE Membrane Bio-reactor (MBR) for Integrating Wastewater Reclamation and Rainwater Harvesting (PTFE막을 이용한 빗물 중수 통합형 MBR 시스템 개발 및 성능 평가)

  • Lee, Taeseop;Kim, Youngjin;Ham, Sangwoo;Hong, Seungkwan;Park, Byungjoo;Shin, Yongil;Jung, Insik
    • Journal of Korean Society on Water Environment
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    • v.28 no.2
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    • pp.269-276
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    • 2012
  • The surface characteristics and performance of PTFE (polytetrafluoroethylene) hollow fiber membranes have been systematically investigated at lab- and pilot-scale to assess their application to membrane-bioreactor, particularly for integrating wastewater reclamation and rainwater harvesting. The PTFE membrane expressed some surface features, such as hydrophobicity, which might enhance membrane fouling. However, lab-scale performance and cleaning experiments under various conditions demonstrated that the PTFE membrane could produce the desirable water flux with good cleaning efficiency, implying easy operation and maintenance due to superior chemical resistance of PTFE membranes. Most of effluent water qualities were met with Korean standard for discharge and reuse, except color. Color level was further reduced by blending with rainwater at 75:25 ratio. Based on the lab-scale experimental results, the pilot plant was designed and operated. Pilot operation clearly showed sTable performance with satisfactory water quality, suggesting that PTFE membrane could be applied for decentralized MBR integrated with rainwater use.

Membrane fouling reduction using electro-coagulation aided membrane bio-reactor (전기응집 분리 막 생물반응기의 막 오염 저감)

  • Kim, Wan-Kyu;Hong, Sung-Jun;Chang, In-Soung
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.19 no.8
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    • pp.105-114
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    • 2018
  • Membrane fouling in EC-MBR (Electro-Coagulation aided Membrane Bio-Reactor) processes was evaluated according to the operating parameters, such as current density and contact time. In addition, the fouling mechanism was investigated. Compared to the control (i.e., no electro-coagulation), membrane fouling for filtration of the activated sludge suspension after electro-coagulation was reduced significantly. Membrane fouling was improved further when the contact time was doubled under a low current density of $2.5A/m^2$. On the other hand, membrane fouling was not mitigated further, as expected, even though the contact time was doubled from 12 to 24 hr. at a current density of $10A/m^2$. This indicates that the overall decrease in membrane fouling is a function of the product of the current density and contact time. The particle size of the activated sludge flocs after electro-coagulation was changed slightly, which means that the membrane fouling reduction was not attributed to a larger particle size resulting from electro-coagulation. The experimental confirmed that the dynamic membrane made from aluminum hydroxide, Al(OH)3, and/or aluminum phosphate, Al(PO4), which had been formed during the electro-coagulation, played a key role on the reduction of membrane fouling. The dynamic membrane prevents the particles in the feed solution from deposition to the membrane pores and cake layers. Dynamic membrane formation as a result of electro-coagulation plays a critical role in the mitigation of membrane fouling in EC-MBR.

Reuse of Weaving Wastewater by Membrane Bioreactor Equipped with a Hollow-fiber MF Membrane (중공사 정밀여과 MBR공정을 이용한 제직폐수의 재이용)

  • Jung, Yong-Jun;Bae, Jong-Hong;Min, Kyung-Sok
    • Journal of Korean Society on Water Environment
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    • v.20 no.4
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    • pp.365-369
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    • 2004
  • Submerged membrane bio-reactor equipped with a hollow fiber microfiltration was applied to reuse weaving wastewater of water jet loom, where two parameters such as the concentration of MLSS and the flux were controlled. While the flux at the concentration of MLSS around 900mg/L was constantly kept over 0.4m/d and 0.8m/d in a short time, the stable flux at around 300mg/L of MLSS was shown at the 8 days later. Regardless of MLSS and flux, BOD, CODcr and Turbidity of the permeate were 1~2mg/L, 7~10mg/L and below 1 NTU, which were 85~90%, 87~90% and 98% of removal efficiency, respectively. The stable operation without fouling was achieved because the contents of ECP were smaller than those of common MBR processes and the composition(saccharide/protein) was kept constantly. In this study, 0.5~1.0m/d of flux and 400~900mg/L of MLSS were considered as the most recommendable operating condition for the reuse of weaving wastewater.

하수 처리를 위한 침지형 MBR (Membrane Bio-Reactor)공정에서 공기를 이용한 최적 막 오염 제어

  • Baek, Byeong-Do;Sin, Dong-Hwan;Jang, In-Seong
    • Proceedings of the Korean Environmental Sciences Society Conference
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    • 2008.11a
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    • pp.515-516
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    • 2008
  • MBR공정에서 막 오염을 제어하기 위하여 분리막 모듈에 원통형 관을 도입하여 각각 공기공급량과 MLSS농도, 분리막 면적에 따른 막 오염 정도를 나타내는 TMP를 분석하였다. 원통형 관을 사용하지 않은 대조군보다 원통형 관을 사용한 M$_1$과 M$_2$ 경우에 운전 종료 시점이 연장된 것을 확인할 수 있었고 공기공급량과 MLSS농도, 분리막 면적의 변화에 따른 TMP의 변화가 생기는 것을 확인할 수 있었다.

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Effect of Ether-Typed Alcohols on Pore Formation in Preparing an Asymmetrically Porous Polysulfone Membrane (다공성 폴리술폰 비대칭막 제조시 에테르형 알코올의 공경형성에 미치는 영향)

  • Choi, Yong-Jin;Kang, Byung-Chul
    • Membrane Journal
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    • v.20 no.2
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    • pp.135-141
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    • 2010
  • Various asymmetric Polysulfone membranes were prepared for a MBR process. Ether-typed alcohols (co-solvent) were added into a dope solution in order to control the pore size of membrane, whose effect on water permeability were investigated. Pore size of the prepared membranes were more affected by molecular-structure of co-solvent than by boiling point of theirs. With the increasing order of methoxy ($CH_3$-O-) < secondary propanol ($-CH_2$-CH(OH)$-CH_3$) < ethoxy ($CH_3-CH_2$-O-), water permeability of the prepared membrane increased. The phenomenon might attribute to the difference of molecularly steric hinderance of co-solvent (eg, Methoxy propanol, Ethoxy ethanol, Methoxy ethanol) in dope solution during the phase inversion. By the addition of ether typed alcohol into a dope solution, the pore size of MF (microfiltration) could be controlled. Also, Membrane prepared was applied to a MBR process and the system was stably operated for 2 months.

Multi-Dimension Scaling as an exploratory tool in the analysis of an immersed membrane bioreactor

  • Bick, A.;Yang, F.;Shandalov, S.;Raveh, A.;Oron, G.
    • Membrane and Water Treatment
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    • v.2 no.2
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    • pp.105-119
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    • 2011
  • This study presents the tests of an Immersed Membrane BioReactor (IMBR) equipped with a draft tube and focuses on the influence of hydrodynamic conditions on membrane fouling in a pilot-scale using a hollow fiber membrane module of ZW-10 under ambient conditions. In this system, the cross-flow velocities across the membrane surface were induced by a cylindrical draft-tube. The relationship between cross-flow velocity and aeration strength and the influence of the cross-flow on fouling rate (under various hydrodynamic conditions) were investigated using Multi-Dimension Scaling (MDS) analysis. MDS technique is especially suitable for samples with many variables and has relatively few observations, as the data about Membrane Bio-Reactor (MBR) often is. Observations and variables are analyzed simultaneously. According to the results, a specialized form of MDS, CoPlot enables presentation of the results in a two dimensional space and when plotting variables ratio (output/input) rather than original data the efficient units can be visualized clearly. The results indicate that: (i) aeration plays an important role in IMBR performance; (ii) implementing the MDS approach with reference to the variables ratio is consequently useful to characterize performance changes for data classification.

Fouling Mitigation for Pressurized Membrane of Side-Stream MBR Process at Abnormal Operation Condition (가압식 분리막을 이용한 Side-Stream MBR 공정의 비정상 운전조건에서 막 오염 저감)

  • Ko, Byeong-Gon;Na, Ji-Hun;Nam, Duck-Hyun;Kang, Ki-Hoon;Lee, Chae-Young
    • Journal of Korean Society of Environmental Engineers
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    • v.38 no.6
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    • pp.323-328
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    • 2016
  • Pressurized membrane used for side-stream MBR process requires fouling control strategy both for normal and abnormal operation conditions for stable operation of the facilities. In this study, $85m^3/day$ of pilot-scale side-stream MBR process was constructed for the evaluation of fouling mitigation by air bubble injection into the membrane module. In addition, fouling phenomena at abnormal operation conditions of low influent and/or loading rate were also investigated. Injection of air bubble was found to be effective in delaying transmembrane pressure (TMP) increase mainly due to scouring effect on the membrane surface, resulting in expanded filtration cycle at a high flux of $40L/m^2{\cdot}h$ (LMH). At abnormal operation condition, injection of PACl (53 mg/L as Al) into the bioreactor showed 19% reduction of TMP increase. However, inhibition of nitrifying bacteria by continuous PACl injection was observed from batch experiments. In contrast, injection of powdered activated carbon (PAC, 0.6 g/L) was able to maintain the initial TMP of $0.2kg/cm^2$ for 5 days at the abnormal conditions. It may have been caused from the adsorption of extracellular polymeric substances (EPS), which was known to be excessively released during growth inhibition condition and act as the major foulants in MBR operations.