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APPLICATION OF IMMERSED ULTRAFILTRATION MEMBRANESFOR LARGE SCALE DRINKING WATER TREATMENT PLANTS

机译:沉浸式超滤膜在大型饮用水处理厂中的应用

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Application of microfiltration (MF) and ultrafiltration (UF) membrane systems for municipalpotable water treatment is becoming increasingly common. Total installed capacity for MF andUF membrane systems combined in North America currently exceeds 225 MGD (CH2MHILL,1999), with in excess of two hundred operating facilities. Typically, the capacity of these plantsis less than 10 MGD. However, several large capacity UF plants are in design or underconstruction utilizing immersed membranes. For example, the Olivenhain Municipal DrinkingWater Treatment facility near San Diego, scheduled for completion in September, 2001, will havean initial and ultimate rated capacity of 25 MGD and 30 MGD, respectively.In addition to being a positive barrier to parasites, immersed membranes were selected for thisfacility because they are ideally suited for large scale treatment facilities up to and exceeding 100MGD in capacity. Unlike conventional canisterized membranes, they can be installed directly innew or existing open tankage without an enclosure. This also allows the convenient retrofit ofexisting sedimentation basins or filters with UF membranes to meet increasingly stringentmicrobial and turbidity regulations. New infrastructure including buildings and tankage istypically not required for retrofit applications and is minimized for new plants.The use of large process trains with the immersed membrane system also requires fewer permeatepumps, blowers, and valves. In lieu of feed piping, channels can be used to convey water into theprocess tanks; thereby reducing system headloss and allowing flow through the plant by gravity.Common backpulse equipment can also be used for multiple trains. These reductions inequipment translate into a smaller building footprint, reduced system complexity, and lowercapital and operating costs.Additionally, a very large (>5 MGD), immersed membrane process train has recently beenintroduced for extremely large treatment facilities (>50 MGD). This design utilizes membranecassettes oriented both longitudinally and transversely within a train; resulting in operationalimprovements and increased productivity.
机译:微滤(MF)和超滤(UF)膜系统在市政系统中的应用 饮用水处理变得越来越普遍。 MF和MF的总装机容量 目前,北美地区的超滤膜系统总和超过225 MGD(CH2MHILL, 1999年),拥有超过200个运营设施。通常,这些工厂的产能 少于10 MGD。但是,一些大型超滤工厂正在设计中或正在设计中。 利用浸没膜的施工。例如,奥利文海恩市政饮酒 圣地亚哥附近的水处理厂计划于2001年9月竣工, 初始和最终额定容量分别为25 MGD和30 MGD。 除了是对寄生虫的积极屏障外,为此还选择了浸没膜。 设施,因为它们非常适合高达100或超过100的大型处理设施 容量为MGD。与传统的罐装膜不同,它们可以直接安装在 不带外壳的新的或现有的开放式储罐。这也可以方便地改装 现有的沉淀池或带有超滤膜的过滤器,以满足日益严格的要求 微生物和浊度法规。包括建筑物和储罐在内的新基础设施正在建设中 通常对于翻新应用而言不是必需的,并且对于新工厂而言已降至最低。 将大型工艺流程与浸没式膜系统一起使用还需要较少的渗透液 泵,鼓风机和阀门。代替进水管道,可以使用通道将水输送到水箱中。 处理罐;从而减少系统的水头损失,并允许重力流过植物。 常见的反脉冲设备也可用于多列火车。这些减少 设备转化为更小的建筑空间,降低了系统复杂性并降低了成本 资金和运营成本。 此外,最近已经有一个很大的(> 5 MGD)浸没式膜工艺流程 为超大型处理设备(> 50 MGD)引入。该设计利用膜 在火车中纵向和横向定向的盒子;导致运营 改进和提高生产率。

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