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Published on: March 6, 2017
Pressurized cell-side feeding versus submerged PVDF ultrafiltration reactor for in-situ ozonation: A comparative
Haiyang He1, Kunpeng Wang1, Xiao Wang2
1State Key Laboratory of Regional Environment and Sustainability, School of Environment, Tsinghua University, Beijing 100084, China.
Abstract:
The configuration of a coupled ultrafiltration (UF) with polyvinylidene fluoride (PVDF) membrane and ozonation reactor for in-situ ozonation was critical in drinking water treatment. Thus, different pilot-scale systems combining in-situ ozonation with either pressurized cell-side feeding PVDF UF or submerged PVDF UF followed by biological activated carbon filters (O3/PUF/BAC or O3/SUF/BAC) were comparatively analyzed. Experimental results indicated that the membrane fouling resistance of O3/PUF decreased by 41 %, compared with that of O3/SUF, owing to cross-flow flushing and enhanced ozonation driven by positive transmembrane pressure. These conditions also induced microbial lysis on the membrane surface, leading to the release of intracellular organic matters (IOMs) in the O3/PUF. Ozonation further degraded these released IOMs into smaller molecules that passed through the membrane, increasing the effluent protein content by 48 %. Conversely, the O3/SUF showed minimal IOMs leakage and presented stabler effluent quality due to foulant layer rejection and biological metabolism. For example, the relative abundance of Burkholderia-Caballeronia-Paraburkholderia reached 0.40 in the O3/PUF and 0.84 in the O3/SUF, suggesting a potential role in organics degradation and UF effluent quality improvement. While the O3/PUF effluent showed elevated haloacetonitriles (HANs) formation potential and disinfection toxicity, subsequent BAC treatment effectively mitigated these effects. Therefore, while PUF demonstrates superior membrane fouling control, it carries the risk of protein leakage and increased generation of HANs during later operational stages. However, these issues were resolved when integrated with a post BAC filter. In comparison, the O3/SUF/BAC system achieved stable water purification without the deterioration of the effluent quality during the whole operation, but suffered from severe membrane fouling.
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