• 산업기술연구
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• 제23권A호
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• pp.187-191
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• 2003

A hollow-fiber type polysulfone UF membrane was surface-coated with hydroxyethylmethacrylate (HEMA). The effect of various coating parameters on permeation flux, such as concentration ratio of AIBN/HEMA, solvent(water or methanol), and UV irradiation time, was investigated. The water permeation flux of oil-emulsion increased with concentration ratio of AIBN/HEMA, and increased with UV irradiation time. The flux of the membrane coated in solution using methanol as a solvent was greater than that of the membrane coated in solution using water as a solvent. The flux of both the coated and the uncoated membrane declined with the operation. The flux decline means that the membrane fouling by oil-emulsion occurs. However, the fouling of the coated membrane was much less than that of the uncoated membrane.

• 한국농공학회지
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• 제57권4호
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• pp.16-24
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• 2015

Desalination technology is a process to remove salt from water. There are three classified In accordance with the concentration of salt The concentration of sea water 15,000~50,000mg/l, brackish water 1,500~15,000mg/l, desalination less than 500mg/l.. In general, salt to remove for using a pre-treatment UF filter, but this study is new pre-treatment technology RO Membrane process technology Suspended particulate matter is said most were treated at the pre-treatment equipment, wheat affluent particulate material was removed from the MF filter. Influent SS 16.2mg /l The treatment was effective in treatment 0.05mg /l of 99% is removed. COD is reduced to 60% in the pre-treatment device, after treatment was reduced to 30% RO membrane. Influent COD 10.2mg/l treatment was removed 1.9mg/l. The removal rate is 81.9%. Desalination removes the ionic substances in the RO Membrane. Influent EC $978.8{\mu}s/cm$ and treatment showed a result of $18.7{\mu}s/cm$.

• 임산에너지
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• 제24권1호
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• pp.13-27
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• 2005

새로운 산림용 복합비료를 개발하기 위하여 소나무, 낙엽송, 자작나무, 상수리나무 묘목을 대상으로 성분비가 다른 비료 및 종류가 다른 고형복합비료를 처리하고 묘목의 부위별 양분 농도를 측정하였다. 질소, 인, 칼륨의 비를 각기 달리한 시비수준별 처리실험에서 질소와 인 시비 후 묘목내 이들 양분의 농도가 증가하였다. 또한 소나무와 상수리나무에서 칼륨 시비량 증가에 따라 묘목 내 양분 농도가 증가하는 효과를 보였으나, 나머지 두 수종에서는 처리별 차이가 나타나지 않았다. 산림용 고형복합비료와 UF 고형복합비료를 처리한 비료 종류별 처리실험에서는 시비량이 증가할수록 묘목 내 질소와 인의 농도가 증가하는 현상이 나타났다. 소나무에서의 칼륨 농도와 낙엽송에서의 나트륨과 칼슘 농도도 유사한 현상을 보였으며, 나머지 수종에서는 처리별 차이를 나타내지 않았다. 비료의 종류를 달리하여 처리한 결과 묘목 내 양분 농도 변화 효과는 없는 것으로 나타났다.

• Membrane and Water Treatment
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• 제9권5호
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• pp.373-383
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• 2018

Fouling by solids and microorganisms is the major obstacle limiting the efficient use of membrane wastewater treatment. In our previous study, two stages microalgae/membrane filtration system was proposed to treat anaerobic digested palm oil mill effluent (AnPOME). This two stages microalgae/membrane filtration system had showed great potential for the treatment of AnPOME with high removal of COD, $NH_3-N$, $PO_4{^{3-}}$, TSS, turbidity, and colour. However, fouling behavior of the membrane in this two stages microalgae/membrane filtration system was still unknown. In this study, empirical models that describe permeate flux decline for dead-end filtration (pore blocking - complete, intermediate, and standard; and cake layer formation) presented by Hermia were used to fit the experimental results in identifying the fouling mechanism under different experimental conditions. Both centrifuged and non-centrifuged samples were taken from the medium with 3 days RT intervals, from day 0 to day 12 to study their influence on fouling mechanisms described by Hermia for ultrafiltration (UF), nanofiltration (NF), and reverse osmosis (RO) filtration mode. Besides, a more detailed study on the use of resistance-in-series model for deadend filtration was done to investigate the fouling mechanisms involved in membrane filtration of AnPOME collected after microalgae treatment. The results showed that fouling of UF and NF membrane was mainly caused by cake layer formation and it was also supported by the analysis for resistance-in-series model. Whereas, fouling of RO membrane was dominated by concentration polarization.

• Membrane and Water Treatment
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• 제7권4호
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• pp.277-296
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• 2016

The aim of this research was to investigate the ability of nanofiltration (NF) and ultrafiltration (UF) membranes as a filtration unit for groundwater treatment for drinking water resources. Commercial membranes denoted as TS40, TFC-SR3 and GHSP were used to study the performance based on rejections and fluxes. The investigation has been conducted using natural groundwater obtained from a deep tube well with initial concentration of iron (Fe) and manganese (Mn) at 7.15 mg/L and 0.87 mg/L, respectively. Experimental results showed that NF membranes exhibited higher fluxes than UF membrane with pure water permeability at 4.68, 3.99 and $3.15L.m^{-2}.h^{-1}.bar^{-1}$, respectively. For metal rejection, these membranes have performed higher removal on Fe with TS40, TFC-SR3 and GHSP membranes having more than 82%, 92% and 86% respectively. Whereas, removal on Mn only achieved up to 60%, 80% and 30%, for TS40, TFC-SR3 and GHSP membranes respectively. In order to achieve drinking water standard, the membranes were efficient in removing Fe ion at 1 and 2 bar in contrast with Mn ion at 4 and 5 bar. Higher rejection of Fe and Mn were achieved when pH of feed solution was increased to more than 7 as TFC-SR3 membrane was negatively charged in basic solution. This effect could be attributed to the electrostatic effect interaction between membrane material and rejected ions. In conclusion, this study proved that NF membrane especially the TFC-SR3 membrane successfully treated local groundwater sources for public drinking water supply in line with the WHO standard.

• Membrane and Water Treatment
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• 제9권1호
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• pp.17-21
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• 2018

A series of laboratory scale experiments were performed to investigate the feasibility of membrane separation technology for natural rubber (NR) wastewater treatment and reuse. Three types of spiral wound membranes were employed in the cross-flow experiments. The NR wastewater pretreated by sand filtration and cartridge filtration was forced to pass through the ultrafiltration (UF), nanofiltration (NF) and reverse osmosis (RO) membranes successively. The UF retentate, which containing abundant proteins, can be used to produce fertilizer, while the NF retentate is rich in quebrachitol and can be used to extract quebrachitol. The permeate produced by the RO module was reused in the NR processing. Furthermore, about 0.1wt% quebrachitol was extracted from the NR wastewater. Besides, the effluent quality treated by the membrane processes was much better than that of the biological treatment. Especially for total dissolved solids (TDS) and total phosphorus (T-P), the removal efficiency improved 53.11% and 49.83% respectively. In addition, the removal efficiencies of biological oxygen demand (BOD) and chemical oxygen demand (COD) exceeded 99%. The total nitrogen (T-N) and ammonia nitrogen (NH4-N) had approximately similar removal efficiency (93%). It was also found that there was a significant decrease in the T-P concentration in the effluent, the T-P was reduced from 200 mg/L to 0.34 mg/L. Generally, it was considered to be a challenging problem to solve for the biological processes. In brief, highly resource utilization and zero discharge was obtained by membrane separation system in the NR wastewater treatment.

• 한국식품과학회지
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• 제24권1호
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• pp.101-106
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• 1992

제주도 전통주인 좁쌀약주를 청징화시키기 위하여 원심분리에 의한 청징화 방법, 단백효소제(papain, bromelain, ficin)에 의한 청징화 방법과 한외여과에 의한 청징화 방법들을 검토하여 좁쌀청주의 가장 효과적인 청징화 방법을 모색하고자 하였다. 원심분리에 의해서만은 혼탁물질의 완전한 제거는 불가능하였으며, 단백효소제를 이용한 경우에서는 효소농도 $5{\times}10^{-4}%(w/v)$ 작용시간 2시간, 작용온도 $35^{\circ}C$에서 매우 우수한 청징효과를 나타냈다. 효소별 청징도는 papain과 bromelain은 거의 비슷한 효과를 보였으나, ficin의 청칭력은 약간 떨어졌다. 한외여과(여과막 크기 100k와 $0.22{\mu}m$막)에 의한 청징화는 효소에 의한 최고의 청징화 수준보다 약간 우수한 청징효과를 보였으며, 효소처리에 비하여 향미성분의 손실이나 색도가 좀더 나아서 UF에 의한 청징화 방법이 간단하고 경제적인 방법이었다.

• 상하수도학회지
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• 제22권4호
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• pp.429-436
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• 2008

Membrane system has been increasingly considered as a safe and cost-effective water treatment process especially in case of small scale water works. This research is a basis of membrane application in water works through a long period test with obtaining operation skills and evaluation of water quality and cost competitiveness. For the research, the UF membrane system was installed in small water treatment plant that uses river-bed water as raw water. The system was consisted of 2 stage membrane and operated in constant flow mode (Flux: 1.5, 1.0, 0.9, 0.6). In each different flux condition, TMP trends were showed better results at lower flux condition. And through the high flux condition test, it is certified that membrane system could deal with breakdown of one stage. Water quality of permeate was satisfied the water quality standards especially turbidity. To know what mainly causes fouling on membrane, the test by membrane with several cleaning agents and EDX analysis have done in lab. Through the tests, ferrous concentration in raw water, backwashing water and membrane surface etc. was high and it causes fouling inside and outside of membrane. So acid cleaning using organic acid such as oxalic acid is necessary in Chemical in Place (CIP). At the economical aspect the electrical cost of membrane system is higher than that of slow sand filtration but labor cost can be reduced by automation. However, the use of labor should be determined considering effectiveness and stability of operation. Because during the operation, there are several breakdown such as electrical shock by lightning, water drop in summer, etc.

• 공업화학
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• 제5권2호
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• pp.305-312
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• 1994

트립신과 키모트립신 혼합물은 분자량 및 화학적 구조가 유사하여 기존의 분리방법으로는 분리가 쉽지 않다. 그러므로 우수한 선택적 분리 기능이 있는 친화성 크로마토그래피와 막분리 공정의 장점을 결합한 유가식 분리동정이 연구 되었다. 트립신에 대하여 더 친화성이 있는 수용성 고분자와 제조된 셀룰로오스 아세테이트 한외여과막에 의해 트립신-친화성 고분자 복합체가 시스템 내에 유지되었으며, 결합되지 못한 효소들은 제거되었다. 사용된 한외여과막의 기공크기는 막 제조시 에탄올 농도에 의해 조절했으며, 친화성 고분자는 $4^{\circ}C$에서 아크릴아마이드와 N-아크리로일-m-아미노벤자미딘으로 중합에 의해 제조하였다. 트립신은 친화성 고분자와 제조된 UF-50 한외여과막을 이용하여 용출 완충용액으로 여과한 결과 순도 86%를 얻을 수 있었다.

• 한국물환경학회지
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• 제18권2호
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• pp.151-157
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• 2002

Landfill leachate is one of highly contaminated and heterogeneous wastewater. The leachate from initial landfill can be treated by anaerobic process because it contains biodegradable matters, particularly, volatile fatty acids (VFAs). However, the anaerobic treatment of leachate is generally required longer hydraulic retention time (HRT) than aerobic process and another treatment process to satisfy effluent concentration. Therefore the modification of conventional anaerobic treatment is needed. Two phase anaerobic membrane process (TPAMP) is an integrated membrane process to be able to separate anaerobic metabolism into two phase which are acidogenesis and methanogenesis for improvement of anaerobic treatment efficiency. In this study, the efficiency of TPAMP and conventional anaerobic treatment were compared in terms of HRT, effluent SCOD, VFAs Membrane used in TPAMP was the UF of capillary type with the surface area of $0.048m^2$. The average effluent SCOD of conventional anaerobic treatment was 1352 mg/L and the removal was 96 % at HRT 60 days, while in TPAMP, 927 mg/L and 98% at HRT 30 days.