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Treating Microfiltration Backwash

机译:处理微滤反冲洗

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A recent project focused on the recycling challenges posed by the potential presence of the pathogen Cryptosporidium in microfiltration (MF) residuals. After reviewing the various methods available for treating MF backwash streams, clarification was selected because it (1) is successful in treating spent filter backwash water from conventional plants, (2) is economical, and (3) is familiar to water plant operators and US regulators. Successful results from bench-scale treatability tests guided the pilot- and full-scale studies. Microbial performance indicators for the pilot test included inactivated Cryptosporidium oocysts and aerobic endospores. At a sedimentation overflow rate of 0.25 to 0.5 gpm/sq ft (0.6 to 1.2 m~3/m~2/h) and with the appropriate coagulant type and dosage, coagulation/clarification of MF backwash streams produced a recycle quality similar to the original raw water. Unlike spent filter backwash water from conventional water treatment plants, polymer alone was not sufficient to treat MF backwash because the feedwater had not been previously coagulated with a metal salt coagulant.
机译:最近的一个项目着眼于在微滤(MF)残留物中病原体隐孢子虫的潜在存在带来的回收挑战。在审查了可用于处理MF反冲洗物流的各种方法之后,选择了澄清方法,因为它(1)成功处理了来自常规工厂的用过的过滤器反冲洗水,(2)经济,并且(3)为水厂运营商和美国所熟悉监管机构。实验室规模可治疗性测试的成功结果指导了中试和全面研究。中试的微生物性能指标包括灭活的隐孢子虫卵囊和有氧内生孢子。在0.25至0.5 gpm / sq ft(0.6至1.2 m〜3 / m〜2 / h)的沉降溢流速率和适当的凝结剂类型和剂量下,MF反冲洗物流的凝结/澄清产生的再循环质量与原水。与来自常规水处理厂的废过滤器反冲洗水不同,单独的聚合物不足以处理MF反冲洗,因为给水事先未与金属盐凝结剂凝结。

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