• 제목/요약/키워드: membrane system

검색결과 2,413건 처리시간 0.024초

Optimization of three small-scale solar membrane distillation desalination systems

  • Chang, Hsuan;Hung, Chen-Yu;Chang, Cheng-Liang;Cheng, Tung-Wen;Ho, Chii-Dong
    • Membrane and Water Treatment
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    • 제6권6호
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    • pp.451-476
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    • 2015
  • Membrane distillation (MD), which can utilize low-grade thermal energy, has been extensively studied for desalination. By incorporating solar thermal energy, the solar membrane distillation desalination system (SMDDS) is a potential technology for resolving the energy and water resource problems. Small-scale SMDDS (s-SMDDS) is an attractive and viable option for the production of fresh water for small communities in remote arid areas. The minimum-cost design and operation of s-SMDDS are determined by a systematic method, which involves a pseudo steady state approach for equipment sizing and the dynamic optimization using overall system mathematical models. The s-SMDDS employing three MD configurations, including the air gap (AGMD), direct contact (DCMD) and vacuum (VMD) types, are optimized. The membrane area of each system is $11.5m^2$. The AGMD system operated for 500 kg/day water production rate gives the lowest unit cost of $5.92/m^3$. The performance ratio and recovery ratio are 0.85 and 4.07%, respectively. For the commercial membrane employed in this study, the increase of membrane mass transfer coefficient up to two times is beneficial for cost reduction and the reduction of membrane heat transfer coefficient only affects the cost of the DCMD system.

침지형 분리막 여과공정에서 운전조건에 따른 임계플럭스에 대한 연구 (Effects of Operation Parameters on Critical Flux During Submerged-Type Membrane Filtration System)

  • 김준성;안규홍
    • 상하수도학회지
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    • 제16권6호
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    • pp.717-725
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    • 2002
  • A bench-scale submerged-type membrane filtration system (SMFS) was constructed to study a feasibility of membrane filtration for solid-liquid separation in water and wastewater treatment processes. In the case of applying the SMFS to a biological wastewater treatment process, so-called membrane bioreactor, aeration underneath membrane modules is usually employed in order to provide oxygen demand for microbial growth as well as to control membrane fouling. A study was investigated the effects of operation parameters by aeration intensity, feed concentration, foulant type and airlift pore size on critical flux. Critical flux tends to increase with aeration rate. Optimal aeration flow rate was found to be 10 L/min/module. Feed concentration and foulant type has a significant effect on membrane fouling and filtration performance. But downward position and pore size of airlift has no a significant effects on membrane fouling and filtration performance.

Removal of reactive black 5 dye by using polyoxometalate-membrane

  • Topaloglu, Ali Kemal;Yildirim, Yilmaz
    • Membrane and Water Treatment
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    • 제12권1호
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    • pp.23-35
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    • 2021
  • A POM-membrane was fabricated by immobilizing a keggin type polyoxometalate (POM) H5PV2Mo10O40 onto the surface of microporous flat-sheet polymeric polyvinylidene fluoride (PVFD) membrane using a chemical deposition method. The POM-membrane was characterized by FT-IR, SEM and EDX to confirm existing of the POM onto the membrane surface. The POM-membrane was used to remove an anionic textile dye (Reactive Black 5 named as an RB5) from aqueous phases with a cross-flow membrane filtration and a batch adsorption system. The dye removal efficiency of the POM-membrane using the cross-flow membrane filtration system and the batch adsorption system was about 88% and 98%, respectively. The influence factors such as contact time, adsorbent dosage, pH, and initial dye concentration were investigated to understand the adsorption mechanism of the RB5 dye onto the POM-membrane. To find the best fitting isotherm model, Langmuir, Freundlich, BET and Harkins-Jura isotherm models were used to analyze the experimental data. The isotherm analysis showed that the Langmuir isotherm model was found to the best fit for the adsorption data (R2 = 0.9982, qmax = 24.87 mg/g). Also, adsorption kinetic models showed the pseudo second order kinetic model was found the best model to fit the experimental data (R2 = 0.9989, q = 8.29 mg/g, C0 = 15 ppm). Moreover, after four times regeneration with HNO3 acid, the POM-membrane showed high regenerability without losing dye adsorption capacity.

응집·한외여과 조합공정에서 플럭스와 선속도가 막오염에 미치는 영향에 관한 연구 (A Study on Membrane Fouling by Flux and Linear Velocity in Coagulation/Ultrafiltration Membrane System)

  • 문성용;이상협;김승현;윤조희
    • 상하수도학회지
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    • 제19권4호
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    • pp.429-436
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    • 2005
  • A coagulation/ultrafiltration membrane hybrid system was operated to treat river water with capacity of $0.06m^3/d$. The impact on membrane fouling by flux and linear velocity was investigated. It is known that pressure increase is proportional to flux increase. However, pressure increase was much faster than theoretical value in the pilot plant test. So it was suggested that flux was on important factor in ultrafiltration of continuous operation. Membrane fouling was decreased when linear velocity was increased. This phenomenon was found more obviously without coagulation. With the combination of coagulation and sedimentation, membrane fouling was not reduced conspicuously. Big particles formed during coagulation and sedimentation were destroyed by feed and circulation pumping, which resulted in little effect on membrane fouling reduction. The degree of destruction was similar at various linear velocities. In this study, the hollow fiber membrane was used and the system was operated in pressure type module. In case of the system used in this study, membrane fouling has been affected lightly by linear velocity variation when coagulation pretreatment was applied.

시흥정수장 막여과시설 시범운영 (A Demonstrative Operation of A Membrane Filtration System in Siheung Water Treatment Plant)

  • 김한승;김충환;김학철;윤재경;안효원
    • 한국막학회:학술대회논문집
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    • 한국막학회 2004년도 Workshop
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    • pp.57-68
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    • 2004
  • A demonstrative operation of a membrane system with its caparity of 3,600m$^3$/d was carried out using reservoir water as raw water for the application of membrane filtration system to drinking water treatment. The operation was undertaken at a constant flux of 0.9 m$^3$/m$^2$/d for three months. Backwashing with NaClO of 3 ppm was allowed for 30 seconds every 20 minutes of filtration. Physical cleaning was introduced after 69 times of filtration/backwashing cycle with air-scrubbing and backwashing for 1 minute, and flushing for 2 minutes. In this study, water treatment performance was investigated compared with the existing rapid sand filtration process. The membrane system was operated with no significant problems during the test period. Higher water quality was obtained in the membrane filtration than in the rapid sand filtration in terms of particulate matters such as turbidity and microbes. Although the finished water of the membrane filtration contained slightly higher concentration in dissolved matters than that of the conventional one, it met the drinking water standard. The demonstrative operation showed that membrane filtration has a reliability in drinking water treatment. Researches should be needed on cost analysis through long-term operation and optimization of operation condition for further application.

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RO Membrane System을 이용한 정유공장 폐수의 재활용공정에 관한 연구

  • 이규현;유제강;안준수
    • 한국막학회:학술대회논문집
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    • 한국막학회 1991년도 추계 총회 및 학술발표회
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    • pp.51-52
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    • 1991
  • 산업화, 공업화에 따른 공업용수의 수요급증과 이로부터 발생되는 산업폐수의 처리문제는 점점 심각해지고 있다. 이와같은 두가지 문제점을 해결하기 위한 한 방법으로써, RO Membrane System을 이용한 폐수의 정수 및 처리된 정수를 공업용수로 재활용하는 공정이 최근에 상당한 관심의 대상이 되고있다. 본 연구는 폐수 재활용을 위한 RO Membrane System의 가능성과 Performance를 검토하기 위하여 Pilot Plant를 설계.제작, A정유공장의 폐수 방류수에 적용한 실험결과이다.

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침지식 막여과 공정을 이용한 정수장 배출수 처리에 관한 연구 (A study about treatment for water treatment residual sludge using submerged membrane system)

  • 김준현;이주형;문백수;곽영주;장정우;김진호
    • 상하수도학회지
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    • 제28권2호
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    • pp.181-193
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    • 2014
  • Various treatment system for residuals have applied to save water resources, but most of them were not be satisfied with legal standard consistently. In this study, submerged membrane treatment system was operated to treat water treatment plant residuals and operation parameters was evaluated. Result of this experiment, high concentration organic matters contributed to high increase Transmembrane pressure(TMP) of membrane system(from 0.05 bar to 0.35 bar). And backwash process was effective to stabilize membrane system operation. After Cleaning-In-Place(CIP), permeability was recovered about 100 % from first operation condition. Inorganic matters (Fe, Mn, Al, Ca, Mg) were not effective membrane filtration performance. The quality of residual treatment was satisfied with drinking water quality standard and a treated water from that system was suitable for water reuse.

Immuno-Chromatography 방법을 이용한 식중독균(Salmonella typhimurium) 1단계 분석시스템의 개발 (Development of One-Step Immuno-Chromatography Assay System for Salmonella typhimurium)

  • 백세환;이창우이창섭육순학
    • KSBB Journal
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    • 제11권4호
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    • pp.420-430
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    • 1996
  • 열처리된 Salmonella typhimurium 항원을 모델 분석물질로 선택하여 단지 시료만을 첨가함으로써 측정을 수행할 수 있는 1단계 immuno--chromatogra phy 분석시스템이 개발되었다. 개발된 시스템은 분 석물질 특정항체(감지항체)-gold 중합체가 건조된 상태로 축적된 glass fiber membrane(하단), 분석 물질의 다른 epltope를 인지하는 항체(포획항체)와 항 감지항체 특정항체들이 공간적으로 분리되어 고정화된 nitrocellulose membrane(중단) 그리고 흡수대로 선택된 cellulose membrane ( 상단)들로 구성된다. 이와 같은 구성성분들은 분석물질을 포함한 시료수용액이 모세관현상에 의해 연속적으로 이동되도록 부분척으로 포개어 배열되었다. 분석시스템의 성능을 조절하는 변수들은 포획항체의 농도 및 membrane 상의 고정화 위치, membrane 표면처리 와 시료운반용액에 샤용된 비반응성 단백질의 종류, 그리고 중합체의 농도로써 확인되었다. 최적조건하 에서, 시스템의 하부로부터 시료수용액을 흡수 후 15분 이내에 포획항체가 고정화된 membrane 상의 지역에 샌드위치 형상의 항원 항체 면역결합체가 형성되었고 이로부터 발생된 발색신호는 분석물질의 농도에 비례하는 것으로 나타났다. 분석물질의 측정 하한농도는 $1{\times}106$ Salmonella cells/mL인 것으로 나타났다.

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Memtrane SEparation of Activated Sludge for Waste Water Treatment and Water Recycle

  • Miyano, O-Tadadki;Yohgi Inoue;Toyozo Hamada;Shuji Nakatsuka
    • 한국막학회:학술대회논문집
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    • 한국막학회 1999년도 Energy Saving Membrane Separtion Systems 에너지 절약형 막분리 시스템
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    • pp.39-39
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    • 1999
  • Membrane separation technology has become a more attractive technology on waste water treatment and water recycle in recent years. On this application, membrane does not take main part of treatment, such as decomposition or handling of organic matter in the waste water, but it is very important supporting method in the total system. Activated sludge is most popular method as main part. In the system , membrane works as a separator to obtain clear water after biological treatment, by which the permeate could be released, recycled or applied to further additional treatment, instead of conventional sedimentation, coagulation and sand filtration. We would like to introduce our system cases for waste water treatment and water recycle, in which membrane separation technology works. In most of cases, membranes are applied to solid- liquid separation of activated sludge. Our experiences will be introduced as following items.

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