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The Early '90s: Membrane Softening Finds a Niche

机译:上世纪90年代初:膜软化找到了市场

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With lime softening well established in areas of the US with hard groundwater, theintroduction of membrane softening represented a fundamental shift in the approach toprovide soft, potable water. Nevertheless, the rapid acceptance of membrane softening inthe early 1990s was driven by several factors including the ability to produce a membranespecifically suited for softening, with associated low pressures, and due to the aging limesoftening infrastructure around the country. The need for new or expanded softeningwater treatment plants and the introduction of a lower pressure diffusion controlledmembrane made for perfect timing.In the past, traditional membrane fabrication had focused on maximizing salt rejection tomeet the needs of seawater and brackish water applications. While significant efforts hadbeen extended toward reducing net driving pressure, this was achieved only within thebounds of maintaining high monovalent ion rejection. In the 1980s, Stuart McClellanwith Dow/Filmtec and others began evaluation of the needs of communities treating freshgroundwaters with high total hardness. These sources did not require reduction in totaldissolved solids (TDS) but did require removal of divalent ions such as calcium andmagnesium. Traditional reverse osmosis membranes produced high quality finishedwater but at pressures over 200 psi. With modifications to the fabrication process, themembranes were essentially "loosened" to allow higher salt passage at lower pressures.Given the higher charge on divalent ions such as calcium, rejection remained high forthese constituents. The resulting pressures, well below 200 psi, represented a reducedO&M cost and a new opportunity for membrane applications.Concurrently, Dr. Jim Taylor with the University of Central Florida and others beganfocusing on the ability of diffusion controlled membranes to remove disinfection byproductprecursors. This work clearly showed that precursors could be effectivelyremoved even by the new, lower pressure, softening membranes. This ability to softenwater as well as remove precursors represented a multi-contaminant removal capabilityof significant value to many utilities.Without a doubt, Florida led the country in the early 1990s in the implementation of largemembrane softening facilities. With a large number of lime softening facilities and aburgeoning population, replacement or expansion of lime softening plants was common.Combined with the ability to soften and remove organic material at lower pressures thanever, membrane softening met the needs and was widely embraced by the drinking watercommunity. Based on a 2001 survey by Reiss Environmental of all demineralizationfacilities in Florida greater than 0.1 MGD, only one membrane softening facility wasconstructed prior to 1990. In the 1990s, 14 facilities were constructed. Running at asimilar pace, three facilities have been constructed since 2000.Well established and accepted by the drinking water community, membrane softening hasprovided its capabilities, defined by its advent and the resulting performance of thepioneering facilities installed in the early 1990s.
机译:由于石灰软化作用在美国地下水较坚硬的地区已经确立, 引入膜软化代表了从根本上转变的方法 提供柔软的饮用水。尽管如此,膜软化的快速接受还是在 1990年代初期受到多种因素的驱动,包括产生膜的能力 特别适用于软化,相关的低压以及石灰的老化 削弱了全国各地的基础设施。需要新的或扩大的软化 水处理厂和低压扩散控制装置的引入 膜制作的完美时机。 过去,传统的膜制造一直专注于最大程度地减少盐分 满足海水和微咸水应用的需求。尽管付出了巨大的努力 扩展到降低净驱动压力,这仅在 维持高单价离子排斥的界限。在1980年代,斯图尔特·麦克莱伦(Stuart McClellan) 与陶氏/ Filmtec等公司一起开始评估社区对新鲜食品的需求 总硬度高的地下水。这些来源不需要减少总数 溶解固体(TDS),但确实需要去除二价离子,例如钙和 镁。传统的反渗透膜生产出高质量的成品 水,但压力超过200 psi。修改制造工艺后, 膜基本上被“松弛”以允许较高的盐在较低的压力下通过。 由于二价离子(例如钙)的电荷较高,因此对于 这些成分。所产生的压力远低于200 psi,表示降低了 运维成本和膜应用的新机遇。 同时,中央佛罗里达大学的Jim Taylor博士和其他人开始 着重于扩散控制膜去除消毒副产物的能力 前体。这项工作清楚地表明,前体可能是有效的 甚至可以通过新的低压软化膜去除。这种软化的能力 水以及去除前体代表了多种污染物的去除能力 对许多公用事业具有重大价值。 毫无疑问,佛罗里达州在1990年代初率先实施了大型 膜软化设施。拥有大量的石灰软化设施和 人口迅速增长,更换或扩建石灰软化厂的情况很普遍。 与较低压力下的软化和去除有机物质的能力相结合 曾经,膜软化满足了需求,并被饮用水广泛接受 社区。根据Reiss Environmental 2001年对所有脱盐项目的调查 佛罗里达的设备大于0.1 MGD,只有一个膜软化设备 在1990年之前建造。在1990年代,建造了14个设施。运行在 自2000年以来,以类似的速度建设了三座设施。 膜软化具有良好的基础并被饮用水社区所接受 提供了其功能(由其出现以及所产生的性能来定义) 1990年代初期安装的开拓性设施。

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