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Membrane Softening and Radionuclide Removal from Well Water Containing Iron and Manganese: From Pilot to Full Scale 含铁锰井水的膜软化和放射性核素去除:从中试到全规模
发布日期: 2009-11-01
为了应对迫在眉睫的监管要求和对高质量产品日益增长的需求 伊利诺伊州日内瓦市的饮用水部门看到了一个机会,可以建造一个新的软化水设施,不仅满足这些新要求,为社区提供软化水,而且 这也反映了该市长期以来对尊重和保护其历史文化的承诺 社区遗产和性格。进行了一项概念性研究,以确定最佳饮用水 城市可用的处理流程,同时进行评估,以确定 这个新设施的合适位置和建筑外观。为了 满足2000年12月颁布的饮用水中放射性核素的新限值,以及 为了给城市提供软化水,概念研究确定了 日内瓦的处理方法是使用纳滤(NF)或反渗透进行膜软化 (RO)去除溶解成分(如钙、镁和钙)的膜 放射性核素)。伊利诺伊州环境保护局(IEPA)要求对NF/RO进行初步测试 证明有效去除镭的膜。除了IEPA要求, 由于浅层井水中的铁和锰含量升高,因此对其进行了测定 应进行先导试验,以确定长期的设计和运行参数 污染可能性,以及保护膜所需的预处理程度。对此 此外,还进行了详细的先导试验计划,以确定发动机的设计参数 设施齐全。试点项目的结果和全面设施的细节 本文介绍了其结构。包括表格、数字。
In response to impending regulatory requirements and increased demand for high quality drinking water, the City of Geneva, Illinois, saw an opportunity to construct a new water softening facility that not only met these new requirements and provided softened water for the community, but also reflected the City's long-standing commitment to honoring and preserving its community heritage and character. A conceptual study was performed to identify the best water treatment process available for the City, concurrently with an evaluation to determine the most suitable location and architectural look for this new facility. In order to meet new limits for radionuclides in drinking water, promulgated in December 2000, as well as to provide softened water for the City, the conceptual study determined that the best method of treatment for Geneva would be membrane softening using nanofiltration (NF) or reverse osmosis (RO) membranes to remove dissolved constituents (such as calcium, magnesium, and radionuclides) from the water. The Illinois Environmental Protection Agency (IEPA) requires pilot testing of NF/RO membranes to demonstrate effective removal of radium. In addition to the IEPA requirement, because of elevated levels of iron and manganese in the shallow well water, it was determined that pilot testing should be conducted to determine design and operating parameters, long term fouling potential, and the extent of pretreatment necessary to protect the membranes. To that extent, a detailed pilot testing program was carried out to determine the design parameters for the full scale facility. The results of the pilot program and details of the full scale facility construction are presented in this paper. Includes tables, figures.
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发布单位或类别: 美国-美国给水工程协会
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