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*2026년 기준 최근 7년 이내 논문에 한해 Impact Factor가 표기됩니다.
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2025폐수 처리수 재이용을 위한 MF System의 최적화에 관한 연구
한용규, 한인섭
한국수처리학회지
Water scarcity resulting from industrialization and population growth has increased the demand for advanced wastewater reuse technologies. Microfiltration (MF) systems are widely used due to their ability to effectively remove suspended solids and microorganisms, making them suitable for water reclamation processes. This study aimed to optimize the operational parameters of an MF system and evaluate the effectiveness of various chemical cleaning strategies to maintain long-term performance and membrane integrity. Pilot-scale experiments were conducted to examine the effects of different backwash flow rates and filtration times on membrane fouling and recovery rates. The system's performance was monitored using total membrane pressure (TMP) as a key indicator. When the backwash flow rate was reduced from 6.8 m³/h to 6.2 m³/h, the recovery rate increased from 91.1% to 91.8%, with a minimal TMP rise from 0.246 to 0.255 kg/cm². Extending the filtration time from 1,200 to 1,800 s resulted in a recovery rate of 93.9%, although the TMP significantly increased to 0.400 kg/cm², indicating a greater fouling risk. Chemical cleaning tests comparing maintenance cleaning and short-term cleaning revealed that periodic maintenance using a combination of sodium hypochlorite (NaOCl) and oxalic acid was the most effective method, achieving a TMP recovery rate of 90%. These results emphasize the importance of striking a balance between operational settings and chemical treatment to minimize membrane fouling while maintaining recovery efficiency. This study offers essential data to support the design and operation of MF systems in wastewater reuse applications, contributing to more sustainable and cost-effective membrane treatment processes.
https://doi.org/10.17640/kswst.2025.33.2.67
Microfiltration
Wastewater reuse
Reuse
Wastewater
Waste management
Environmental science
Business
Engineering
Chemistry
Membrane
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2024Advanced electro-oxidation-adsorption process for chlorate removal from synthetic and municipal wastewater treatment effluents
Sung Won Park, I. Kim, Ihnsup Han, Heekyong Oh
IF 1 (2024)
Desalination and Water Treatment
This study evaluates a hybrid electro-oxidation-adsorption process for chlorate removal in wastewater treatment. Using a specialized reactor, we investigated the influence of operational parameters including current density, reaction time, granular activated carbon (GAC) dosage, electrode spacing, and pH. Optimal removal efficiency of 82.40 % was achieved under the following conditions: 75 A/m² current density, 5 min reaction time, 20 g/L GAC dosage, 2 cm electrode spacing, and a pH of 2. This method outperforms traditional adsorption and electrochemical oxidation, offering a promising solution for reducing chlorate-related environmental impacts.
https://doi.org/10.1016/j.dwt.2024.100877
Chlorate
Effluent
Adsorption
Wastewater
Oxidation process
Waste management
Sewage treatment
Process (computing)
Environmental science
Sodium chlorate
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2022Recovery of Protein from High-Concentration Cheese Wastewater and Subsequent Coagulation–Flocculation Treatment
Jiayi Sheng, 한인섭, Xinyi Ying
IF 2.2 (2022)
KSCE Journal of Civil Engineering
The production of cheese generates copious wastewater with very high organic load, which requires a series of treatments prior to discharge. In this study, protein was ultrasonically treated and then recovered from cheese wastewater using isoelectric precipitation. After initial ultrasonic treatment with an ultrasonic energy of 1,800 kJ/L, the protein could be effectively precipitated at pH = 4.5, and about (67.7 ± 0.5) % of the protein was separated out. Because the chemical oxygen demand (COD) load remained high, the supernatant was treated by flocculation and coagulation. Treatment using polyferric sulfate (PFS) coagulation of 200 mg/L and nonionic polyacrylamide (PAM) flocculation of 4 mg/L reduced the turbidity by (98.6 ± 0.4)%, and COD by (89.2 ± 0.9)%.
https://doi.org/10.1007/s12205-022-1341-5
Flocculation
Coagulation
Turbidity
Chemical oxygen demand
Wastewater
Chemistry
Chromatography
Precipitation
Isoelectric point
Sulfate