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Nanofiltration for enhanced removal of disinfection by-product (DBP) precursors in swimming pool water-retention and water quality estimation

机译:纳米过滤可增强去除游泳池保水和水质评估中消毒副产物(DBP)前体的能力

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Three nanofiltration (NF) membranes with a chlorine tolerance ≥ 1 mg L-1 were applied to reduce DBPs and their precursors in swimming pool water. A lab scale plant with crossflow modules was installed in by-pass at the sand filter outlet of a swimming pool for a period of several weeks. The chlorine tolerances of the membranes SB90 and NP030 were found to be adequate for filtration under swimming pool water conditions over the given experimental period. Retention of dissolved organic carbon (DOC) and adsorbable organic halogens (AOX) were about 70% and 80% for SB90 and 50% and 40% for NP030, respectively. DOC accumulation in the pool and the expected fresh water consumption for a treatment system consisting of ultrafiltration (UF) and NF with backwash water treatment were estimated by mass balances based on the results. Mass balances were calculated also for a German public swimming pool with a conventional water treatment system (flocculation-sand filtration-chlorination) and were compared to DOC on-line measurements. Calculation of DOC mass balances for different UF-NF treatment scenarios showed that pool water quality could be improved significantly compared to the conventional treatment system.
机译:氯耐受性≥1 mg L-1的三种纳滤(NF)膜用于减少游泳池水中的DBP及其前体。带有错流模块的实验室规模的工厂被旁路安装在游泳池的沙滤池出口处,为期数周。发现在给定的实验时间内,SB90和NP030膜的耐氯性足以在游泳池水条件下进行过滤。 SB90的溶解有机碳(DOC)和可吸附的有机卤素(AOX)的保留率分别约为70%和80%,NP030的保留率分别为50%和40%。通过基于结果的质量平衡估算池中的DOC积累和超滤(UF)和NF结合反冲洗水处理系统的预期淡水消耗量。还使用常规水处理系统(絮凝-砂滤-氯化)对德国公共游泳池的质量平衡进行了计算,并将其与DOC在线测量进行了比较。计算不同UF-NF处理方案的DOC质量平衡表明,与常规处理系统相比,池水质量可以得到显着改善。

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