In general, trans-membrane pressure (TMP), flux, filtration resistance are used as indicators to evaluate the degree of fouling in MBR. However, they have limitations in determining the level of EPS generation, which is known as an important factor of fouling. Therefore, a new evaluation method is required to monitor the amount of EPS generation. In this study, the applicability of capillary suction time (CST), which is used to measure the dewaterability of sludge, was evaluated as an indirect fouling evaluation index. Statistical analysis was performed to evaluate the effect of EPS on CST, and to determine whether EPS has high similarity with representative fouling evaluation indicators and CST, and quantitatively compared them. As a result, the correlation coefficient between CST and bEPS was 0.7988, which was higher than the correlation coefficient between filtration resistance and bEPS. Since bEPS is a major factor inducing fouling by affecting the formation of the cake layer, it was evaluated that CST, which has a high correlation with bEPS, is suitable to represent EPS. In addition, it was evaluated that the correlation coefficient between filtration resistance and CST was high as 0.7187, which could be used as a fouling evaluation index.

In this study, various physical cleaning methods such as physical washing and osmotic backwash, were performed to understand membrane fouling characteristics by employing real secondary wastewater effluent (SWWE). In addition, microfiltration (MF) and ultrafiltration (UF) pretreatments were compared to maximize removal of organic matter and to control membrane fouling efficiently. Organic foulants deposited on the active layer of FO membrane were observed by fouling behavior test. The relationship between concentrations of natural organic matter and membrane fouling was also investigated from the bench-scale FO tests. Finally, by quantitative analysis of correlations between foulants and fouling reversibility with the modified fouling index (MFI), we identified the applicability of MFI in predicting FO intake water fouling potential.

Forward Osmosis process has no, as yet, reliable method to predict fouling. This study utilized the concept of fouling reversibility to develop the index. The osmotically-driven reversibility index, denoted as ORI, was acquired by measuring the flux recovery after physical cleaning cycle and the protocols of ORI were developed systematically by considering all the critical factors of FO process. The applicability of ORI was examined by investigating FO process when treating secondary effluents from various full-scale wastewater treatment plants. The results demonstrated that the normalized final flux by fouling in FO was closely correlated to the ORI measurements with high statistical reliability. The ORI has proven to be useful evaluation parameter for continuous operation and determining cleaning cycles of FO process.

해수담수화는 최근 전 세계적으로 대두되고 있는 물부족 현상을 해결하기 위한 최적 기술 중 하나이다. 막분리 및 투과 현상의 근본적인 이해는 차후의 막여과 기술의 발전을 위해서 뿐만 아니라, 현재 막기술 증진을 위한 통합적 디자인, 최적화 제어법, 그리고 중장기적 유지관리를 위해서도 매우 중요하다. 이에, 본 연구는 물질 전달 및 여과 현상에 대한 기존 의 주요 모델들을 상세히 재검토하고, 통계물리학에 근간하여 주요 막분리 현상들을 이론적으로 분석하며, 원천적 모델에 기 초한 물리적 의미와 그들이 실제 막공정에서 미치는 영향들에 대해서 함축적으로 토의하고자 한다. 이론적 재검토의 과정에 서 새로이 유도된 복합적 막오염도(Combined Fouling Index (CFI))의 소개도 포함한다.

본 연구는 정밀여과막의 막오염 수준을 예측할 수 있는 막오염 평가지표 개발에 관한 것이다. 막오염 지표는 세공크기가 0.1 μm인 Polyvinylidene fluoride (PVDF) 재질의 침지형 중공사 미니모듈을 이용한 실험장치로 측정되었다. 유입 수는 막오염 메커니즘을 대표할 수 있는 막오염 물질인 Kaolin, Silica, Humic Acid, Alginate를 최적의 비율로 조합한 표준 조제수를 이용하였으며, 단시간에 막오염의 변별력을 높이기 위해 한강원수 기준으로 가혹조건의 농도를 적용하였다. 이 막오염 평가지표의 타당성 검증은 미니모듈과 현장 실규모 모듈의 평 가결과를 비교함으로써 수행하였다. 본 막오염 지표는 막오염의 속도를 예측하 기 위한 객관적인 지표로 활용이 가능하다고 판단되며, 미니모듈 측정결과는 정수장내 막면적 50 m2의 실규모 모듈의 결과와 부합되는 것으로 나타났다.

Temperature correction trans-membrane pressure (TC-TMP) is frequently used as a fouling index in membrane water treatment plants. TC-TMP equation is derived based on an assumption that the total membrane resistance (i.e. the sum of the intrinsic membrane resistance and fouling resistance) is not affected by temperature. This work verified the validity of this assumption using microfiltration (MF) and ultrafiltration (UF) membranes with and without fouling. The foulants used in the work were kaolin (inorganic) and humic acid (organic). The intrinsic resistances of MF and UF membranes remains at constant values regardless of temperature change. When the same amount of foulants were accumulated on the membrane, inorganic fouling resistance with kaolin was constant regardless of temperature change while organic fouling resistance with humic acid decreased at higher temperatures, which means that TC-TMP cannot be used as a fouling index when organic fouling occurs in a real field application. Since TC-TMP underestimates the amount of fouling at higher temperatures, more attention should be necessary in the operation of membrane water treatment plant in a hotter season like summer.