• Title/Summary/Keyword: 막생물반응기

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Enzyme Immobilized Membrane Bioreactor for Removal of Dye: A Review (염료제거용 효소고정화막 생물반응기: 리뷰)

  • Yuhan Jeong;Rajkumar Patel
    • Membrane Journal
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    • v.33 no.6
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    • pp.269-278
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    • 2023
  • Enzyme Immobilized Membrane Bioreactors (EMBRs) are a novel method to treat dyes within wastewater. Due to their efficacy and high resistance to the environment, there has been a large amount of research being done in this area. There are a variety of ways to approach EMBRs that include both the enzyme itself and the structure of said enzymes. The bioreactor itself can be modified to suit the needs of the dye removal. Ranging from Enzymatic bioreactors to utilizing nanostructures such as graphene oxide or carbon nanotubes. Furthermore, nanoparticles such as TiO2 can be used to enhance the EMBR further as well. The polymer-based membrane supporting structure also includes a variety of different ways to approach the problem of increasing efficacy. As seen, during the past decades, different approaches to this issue that utilize EMBRs have been done. This review aims to summarize the methodologies and describe the various improvements to EMBRs that have been made.

Effect of Antifouling Composite Membrane on Membrane Bioreactor: A Review (방오성 복합막의 막생물반응기에 대한 영향)

  • Lee, Bo Woo;Lee, Sunwoo;Patel, Rajkumar
    • Membrane Journal
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    • v.30 no.1
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    • pp.1-8
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    • 2020
  • In membrane bioreactor (MBR), activated sludge degrade the biological component and membrane process separate this bacterial flocks as well the suspended solids. However, membrane fouling is one of the major issues in MBR. In this review, composite membrane used in MBR to overcome fouling is discussed. It is classified into membrane containing carbon and noncarbon materials. Introducing graphene, graphene oxide (GO) and carbon nanotubes or their modified part into pristine membrane enhance hydrophilicity of the composite membrane. Inorganic materials like silicon dioxide (SiO2) or titanium dioxide (TiO2) are also incorporated for preparing composite membrane to increase its water flux.

혐기성 생물막 반응기의 기질 농도 변화에 따른 생물막 부착 특성 관찰

  • Lee, Seung-Ran;Lee, Deok-Hwan;Kim, Do-Han;Park, Yeong-Sik;Song, Seung-Gu
    • 한국생물공학회:학술대회논문집
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    • 2001.11a
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    • pp.521-524
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    • 2001
  • The anaerobic continuous reactor, which was filled with a sludge of anaerobic digestion from Sooyoung sewage treatment plant, was supplied with synthetic wastewater of various concentration. After changing to substrate concentration, 디 1is research indicated that attached biomass was kept constant after attachment 23 days. In SEM photographs. shape and structure of biofilm could be observed, but bacteria species and methanogens were not identified. A large number of methanogenic bacteria were showed on the surface of PE substratum by fluorescence under 480nm of radiation.

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Numerical Simulation of Three Dimensional Fluid Flow Phenomena in Cylindrical Submerged Flat Membrane Bioreactor for Aeration Rate (원통 침지형 평막 생물반응기 내 산기량에 따른 3차원 유동현상에 관한 수치모사)

  • Kim, Dae Chun;Chung, Kun Yong
    • Applied Chemistry for Engineering
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    • v.25 no.4
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    • pp.401-408
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    • 2014
  • In membrane bio-reactor (MBR), the aeration control is one of the important independent variables to decrease fouling and to save energy with shear stress change on the membrane surface. The paper was carried out for numerical simulation of 3-dimensional fluid flow phenomena of the cylindrical bioreactor with submerged flat membranes equipped in the center and supplied the air from the bottom by using the COMSOL program. The viscosity and temperature of solution were assumed to be constant, and the specific air demand based on permeate volume ($SAD_p$) defined as scouring air per permeate rates was used as a variable. The calculated CFD velocities were compared with those of the velocity meter measurement and video image analysis, respectively. The results were good agreement each other within 11% error. For fluid flow in the reactor the liquid velocity increased rapidly between the air diffuser and membrane module, but the velocity decreased during flowing of the membrane module. Also, the velocity increased as it was near from the reactor wall to the central axis. The calculated shear stress on the membrane surface showed the highest value at the center part of the module bottom side and increased as aeration rate increased. Especially, the wall shear stress increased dramatically as the aeration rate increased from 0.15 to 0.25 L/min.

혐기-호기 고정생물막공정을 이용한 염색폐수 처리

  • 박영식;안갑환
    • Proceedings of the Korean Environmental Sciences Society Conference
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    • 2001.05a
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    • pp.178-180
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    • 2001
  • 본 혐기성 반응기와 호기성 반응기를 사용하여 염색폐수를 처리 할 경우 HRT 24~30시간의 경우 색도는 방류수 수질기준을 만족시킬 수 있으나 외관상 색도를 띄며, COD의 경우 배출수 허용기준을 만족시키기 어려우므로 전처리나 후처리로써 응집. 침전 공정, 오존 및 UV와 같은 고도산화공정이 필요하다고 사료되었다.

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Removal Characteristics of COD and Nitrogen by Aerated Submerged Bio-film(ASBF) Reactor (ASBF 생물반응기를 이용한 COD 및 질소 제거특성)

  • Choi, Young-Ik;Jung, Byung-Gil;Son, Hee-Jong;Sung, Nak-Chang
    • Journal of Korean Society of Environmental Engineers
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    • v.29 no.9
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    • pp.997-1002
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    • 2007
  • The objectives of this research are to remove dissolved organic matter and nitrogen compounds by using aerated submerged bio-film(ASBF) reactors in batch systems and improve understanding of dissolved organic matter and nitrogen compounds removal rates with dynamic relationships between heterotrophic and autotrophic bacteria in the fixed-film reactor. This research explores the possibility of enhancing the performance of shallow wastewater treatment lagoons through the addition of specially designed structures. These structures are designed to encourage the growth of a nitrifying bacterial bio-film on a submerged surface. Specially, the effects of cold temperatures on the dissolved organic matter and ammonia nitrogen performance of the ASBF pilot plant was investigated for the batch system. It is anticipated thai the ASBF would be used for a design of biological treatment for removing of dissolved organic matter and nitrogen compounds in new wastewater treatment plants as well as existing wastewater treatment plants.