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Showing 2 results for Membrane Filtration

Mahdi Elyasi Kojabad, Ali Aghdami,
Volume 18, Issue 2 (9-2025)
Abstract

Background and Objective: The paper industry is one of the most water-intensive sectors, generating a large volume of wastewater. Proper management of this waste—including its treatment, recycling, and reuse—can help prevent environmental pollution and conserve the country's water resources. In this study, a three-step process consisting of coagulation, ozonation, and membrane filtration was employed to treat papermaking wastewater.
Materials and Methods: A three-step process involving coagulation, ozonation, and membrane filtration was employed to treat the wastewater. In the first stage, polyaluminum chloride (PAC) was used to remove larger particles. This was followed by ozonation to degrade complex organic compounds. The final stage involved membrane filtration to further purify the water. At each stage, the chemical oxygen demand (COD) of the wastewater was measured and analyzed for comparative evaluation.
Results: Each stage played a critical role in the treatment process. Coagulation effectively removed a substantial amount of suspended particles, while ozonation addressed issues related to color and the breakdown of complex compounds. The final stage, membrane filtration, was instrumental in eliminating extremely fine suspended particles. Despite these efforts, the treated effluent exhibited a higher COD than the initial sample, possibly due to the release of intermediate compounds during treatment. However, the process successfully reduced the concentration of crude oil by 66%.
Conclusion: The membrane flux analysis revealed that at pH levels of 11 and 14, the effluent’s membrane flux closely approached that of pure water. This finding highlights the potential effectiveness of the proposed purification method for the treatment and recycling of papermaking wastewater.
 

Mohammad Jandkaripour, Mahdi Elyasi Kojabad, Raheleh Haghighi,
Volume 19, Issue 1 (6-2026)
Abstract

Background and Objective: Growing concerns over disinfection by-products (DBPs) resulting from conventional chlorination necessitate the exploration of alternative approaches in water treatment. This study investigates the efficiency of a combined system comprising ozonation and ceramic membrane filtration for drinking water treatment.
Materials and Methods: A ceramic membrane was fabricated using the slip-casting method, characterized, and evaluated for performance. Ozonation efficiency was assessed by injecting 1 g of ozone into a 2.5 L sample (concentration of 0.02 g/L) for 3 minutes. Water quality was monitored by measuring turbidity, total dissolved solids (TDS), major anions and cations, as well as microbiological indicators, including coliform bacteria and Escherichia coli.
Results: Morphological examination confirmed the porous structure of the membrane. The flux test results showed that the membrane flux decreased from 475 Lmh to 313 Lmh, with 96% recovery through backwashing. The membrane reduced turbidity from 1.72 NTU to 0.5 NTU, representing a 71% removal efficiency compared to the pre-filtration sample. Ozonation had no effect on water turbidity but achieved complete removal of coliform bacteria and Escherichia coli. In contrast, membrane filtration achieved 66% removal of these bacteria.
Conclusion: Membrane filtration removes the majority of contaminants when employed as a complementary method to either ozonation or chlorination, allowing for the subsequent use of a mild disinfectant to eliminate remaining trace microbial content. The combined application of low-concentration ozonation and chlorination prevents the formation of DBPs, representing a step toward providing safer and healthier drinking water.
 


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