• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2006년도 춘계학술대회 및 창립 30주년 심포지엄(논문집)
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• pp.221-226
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• 2006

본 연구는 밸러스트수를 처리하기 연속여과 공정에서 역세척 조건에 따른 막오염 특성을 관찰하였다. 선박에서 발생되는 밸러스트수를 전처리하기 위하여 수중에 포함되어 있는 입자상 오염물질과 수중생물체를 자동역세척 여과장치를 이용하여 처리한 결과 클 나타내었다. 밸러스트수를 처리하기 위한 전처리의 장점은 입자상의 오염물질을 제거하여 후처리공정의 처리효과를 높이는데 있다. 처리장치의 용량은 $10m^3/h$ 이다. 테스트 결과 역세척 주기와 역세척 지속시간은 전체 시스템의 효율과 역세척 효율을 고려하여 역세척 지속시간은 6초가 적당한 것을 나타났으며, 도출된 지속시간을 기준으로 하여 95%의 제거효율은 얻었다. 1시간동안의 역세척 주기가 필요하였다. 여과처리를 통하여 $70{\mu}m$ 이상의 식물성 플랑크톤과 동물성 플랑크톤을 포함하는 수중생물체를 제거할 수 있었다. 실험결과를 통하여 밸러스트수 처리에 적용 가능한 기술임을 알 수 있었다. 이 연구에서 밸러스트수 처리를 위한 우수한 여과처리시스템임을 보여 주었다.

• 한국대기환경학회:학술대회논문집
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• 한국대기환경학회 1999년도 추계학술대회 논문집
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• pp.467-468
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• 1999

여과집진장치는 기존의 집진장치 중에서 집진효율이 가장 우수하나, 여과집진에서 필연적으로 발생하는 높은 압력손실과 탈진에 따른 여과포의 마모, 그리고 고온조건에서의 성능저하 등은 여과집진장치의 광범위한 적용을 저해하는 요인으로 작용해왔다. 탈진에 따른 여과포의 손상을 막고, 먼지입자의 표면여과를 극대화시키는 방법으로 기존의 여과포에 박막을 입히는 방법이 많은 연구자들에 의해 개발되어 왔다.(중략)

• Membrane and Water Treatment
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• 제7권4호
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• pp.313-325
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• 2016

South Africa recognises piped water as the main source of safe drinking water supply. Remote areas do not have access to this resource and they rely solely on surface water for survival, which exposes them to waterborne diseases. Interim point of use solutions are not practiced due to their laboriousness and alteration of the taste. Bio-ultra low pressure driven membrane system has been noted to be able to produce stable fluxes after one week of operation; however, there is limited literature on South African waters. This study was conducted on three rivers namely; Umgeni, Umbilo and Tugela. Three laboratory systems were setup to evaluate the performance of the technology in terms of producing stable fluxes and water that is compliant with the WHO 2008 drinking water guideline with regards to turbidity, total coliforms and E.coli. The obtained flux rate trends were similar to those noted in literature where they are referred to as stable fluxes. However, when further comparing the obtained fluxes to the normal dead-end filtration curve, it was noted that both the Umbilo and Tugela Rivers responded similarly to a normal dead-end filtration curve. The Umgeni River was noted to produce flux rates which were higher than those obtainable under normal dead-end. It can be concluded that there was no stabilisation of flux noted. However, feed water with low E.coli and turbidity concentrations enhances the flux rates. The technology was noted to produce water of less than 1 NTU and 100% removal efficiency for E.coli and total coliforms.

• 청정기술
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• 제5권2호
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• pp.25-35
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• 1999

Si 미립자를 함유한 콜로이드용액의 중공사막에 의한 한외여과 투과유속 감소특성을 검토하였다. 중공사막의 시간변화에 따른 투과유속 감소현상은 막표면에 형성된 케익층의 증가 및 세공막힘에 기인하였다. 흐름형태를 달리했을 경우의 준 정상상태에서 dead-end flow의 투과유속은 cross flow의 약 60 % 이었다. Cross flow에서 운전압력이 증가함에 따라 $J/J_w$는 감소하였으며, $0.5kg_f/cm^2$일 때의 64.2 %에서 $2.0kg_f/cm^2$일 때 45.7%로 감소하였다. 공급유량이 3 L/min일 때 초기저항은 세공막힘이 지배적이며, 공급유량이 1 L/min에서 3 L/min로 증가함에 따라 $R_c$는 약 40 % 감소한 $1.79{\times}10^{12}{\sim}2.34{\times}10^{12}m^{-1}$ 이었으나 $R_p$는 크게 변하지 않은 $1.71{\times}10^{12}m^{-1}$이었다.

• KSBB Journal
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• 제5권1호
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• pp.69-74
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• 1990

이눌린, 물 및 알콜로 구성된 용액에서 물과 알콜의 투과플럭스와 막투과 압력, 이눌린 농도, 재순환속도 사이의 함수관계를 millipore사의 랩카\ulcornerV시스템을 사용하여 구명하여 보았다. 본 연구의 결과에 의하면 NMWL이 1000이고 이눌린 농도가 1wt%내지 5wt%, 막투과 압력이 $0.4kgf/\;{\textrm{cm}^2}$내지 $3.2kgf/\;{\textrm{cm}^2}$, 재순환 속도가 4ml/sec인 경우에는 투과플럭스와 막투과 압력 및 이눌린농도 사이의 함수관계가 다음식으로 표현되는 겔분모델로 잘 해석됨을 알 수 있었다. Jv=(0.0022P + 0.0003) lu \frac{3p\;+\;2.1}{C_b}$

• 상하수도학회지
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• 제20권1호
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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.

• Membrane and Water Treatment
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• 제5권2호
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• pp.123-146
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• 2014

Safe water has becoming a competitive resource in many parts of the world due to increasing population, prolonged droughts, climate change etc. The development of economical and stable materials and methods for providing the fresh water in adequate amounts is the need of the water industry. Nanomaterials have unique characteristics e.g., large surface areas, size, shape, and dimensions etc. that make them particularly attractive for removing various contaminants from polluted waters. Nanotechnology based multifunctional and highly efficient membrane processes are providing affordable solutions in the new era that do not rely on large infrastructures or centralizes systems. The objective of the current study is to review the possible applications of the membrane based nanomaterials/composites for the removal of various contaminations from polluted waters. The article will briefly overview the availability and practice of different nanomaterials based membranes for removal of bacteria and viruses, organic compounds and inorganic solutes etc. present in surface water, ground water, seawater and/or industrial water. Finally, recommendations are made based on the current practices of nanofiltration membranes in water industry for a stand-alone membrane filtration system in removing various types of contaminants from polluted waters.

• 한국환경과학회지
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• 제20권6호
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• pp.767-773
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• 2011

The objectives of this research are to investigate the proper coagulation conditions which are a type and doses of coagulants, mixing conditions (velocity gradients and mixing times), pH and so on through Jar-test, to evaluate the flux variations, permeate, backwashing according to characteristics of pretreatment of the wastewater by means of MF membranes for river maintenance water reuse. The effluent water from B-city K-sewage treatment plant are used for this research. Turbidity and suspended solids(SS) are 14.2 NTU and 10.4 mg/L respectively. This condition causes fouling for membrane process. The flux decline could be reduced when coagulation pretreatment was carried out. Optimal coagulations PAC which are commonly used in the sewage treatment plant was observed in this research. The results indicate that an optimal coagulation dose and pH are 80 ppm and pH of 7 respectively, but coagulation efficiency was lower at strong acid or strong base. Results showed that continuous and steady operations in membrane separation process by means of the effective removal of organic matter and turbidity with coagulation pretreatment of sewage secondary effluent were achieved.

• The Korean Journal of Physiology
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• 제30권2호
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• pp.279-288
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• 1996

Chronic exposure to cadmium impairs various renal tubular functions, including organic acid (anion) secretion. To investigate the mechanism of cadmium-induced alterations in the organic anion transport system, kinetics of p-aminohippurate (PAH) uptake was studied in renal cortical basolateral membrane vesicles (BLMV) isolated from cadmium-intoxicated rats (adult male Sprague-Dawley). Cadmium intoxication was induced by subcutaneous injections of $CdCl_{2}$ (2 mg Cd/kg per day) for 3 weeks. The renal plasma membrane vesicles were prepared by Percoll gradient centrifugation. The vesicular uptake of $^{14}C$-PAH was determined by rapid filtration technique using Millipore filter. Cadmium intoxication resulted in a marked attenuation of $Na^{+}$-dependent, ${\alpha}$-ketoglutarate (${\alpha}$KG)-driven PAH uptake with no changes in $Na^{+}$ and ${\alpha}$KG-independent transport component. Kinetic analysis indicated that Vmax, but not Km, of the $Na^{+}$-dependent, ${\alpha}$KG-driven component was reduced. A similar reduction of $Na^{+}$-dependent, ${\alpha}$KG-driven PAH uptake was observed in normal membrane vesicles directly exposed to inorganic cadmium in vitro, and this was accompanied by an inhibition of both $Na^{+}$-dependent ${\alpha}$KG uptake and ${\alpha}$KG-PAH exchange activity. These results indicate that during chronic exposure to cadmium, free cadmium ions liberated in the proximal tubular cytoplasm directly interact with the basolateral membrane and impair the active transport capacity for organic anions, most likely due to an inhibition of both $Na^{+}$-dicarboxylate cotransporter and dicarboxylate-organic anion antiporter activities.

• 멤브레인
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• 제8권3호
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• pp.130-137
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• 1998

막결합형 활성슬러지 시스템의 운전에서 운전 시간에 따른 막 여과 특성의 변화를 살펴보았다. 슬러지의 순환 과정에서 전단력에 의한 플럭 크기의 변화가 여과 저항에 미치는 영향을 살펴보기 위해 여과 저항 모델식을 사용하였으며 또한 케이크 층의 특성 변화를 살펴보기 위해 입자의 비저항을 측정하였다. 플럭의 크기는 운전 초기 4~6시간 내에 급격한 감소 양상을 보였으며 이후 서서히 감소하여 20$\mu$m 부근의 값을 유지하였다. 운전 시간에 따른 입자의 비저항의 증가는 시간에 따른 입자 크기의 감소로부터 예상되는 결과와 잘 일치하였다. 플럭의 구성 성분 중에서 용존 유기물과 미생물이 플럭스 감소에 미치는 영향은 상대적으로 작았으며 콜로이드성 입자가 가장 큰 플럭스 감소 요인으로 작용하였다. 미생물 플록과 비교하여 콜로이드성 입자는 높은 비저항을 가졌으며 이로 인해 상대적으로 높은 케이크 저항을 나타내었다.