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Field evaluation of capillary UF technology as a pretreatment for large seawater RO systems

机译:毛细管超滤技术作为大型海水反渗透系统的预处理的现场评估

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RO seawater systems operating on a surface feed water, originating from an open intake source, require an extensive pretreatment process in order to control membrane fouling. Considerations of long-term membrane performance stability have lead to an initial design concept of operation of seawater RO systems at a low permeate flux rate and low permeate recovery. In recent years the nominal performance of composite seawater membrane elements has improved significantly, and in parallel new backwashable microfiltration and ultrafiltration capillary technologies have been introduced commercially. This new membrane technology can be utilized to treat seawater from a surface sources. Use of membrane capillary technology as a pretreatment step can improve quality of the surface feed water to a level comparable or better than the water quality from the well water sources. A better feed water quality enables more effective optimization of operating parameters in the RO systems. Both permeate flux and system recovery rate can be increased considerably without creating membrane fouling conditions. Operation of seawater systems at higher permeate flux and recovery rate results in improved economics of RO seawater desalting. Field evaluation of hybrid membrane systems consisting of UF membrane pretreatment unit and a RO seawater unit was conducted subsequently at two test sites. The first test site was at the Red Sea (Eilat site) and the second test site was on the Mediterranean (Ashdod site). The RO membranes were commercial seawater elements in spiral wound configuration. The UF equipment utilized capillary backwashable elements operated in dead end flow mode. For comparison, a second pilot system consisting of conventional pretreatment and an RO unit was operated in parallel at the above sites. The conventional pretreatment unit included in line flocculation followed by media filtration. The tests were conducted over a period of two years. Raw water quality reflected seasonal changes of composition and weather conditions. The performances of UF and RO equipment were evaluated over a wide range of operating parameters such as recovery and flux rate. Field results were used to project and compare the economics of the seawater RO desalting process using conventional and membrane pretreatment. This paper will describe the experimental procedure and results of parallel operation of an integrated membrane unit and a conventional RO sweater system. The economic analysis of both designs based on local site conditions, will be provided as well.
机译:从开放式进水源开始运行的,以地面给水运行的反渗透海水系统需要大量的预处理过程,以控制膜污染。对长期膜性能稳定性的考虑导致了最初的设计理念,即在低渗透通量速率和低渗透回收率的情况下操作海水反渗透系统。近年来,复合海水膜元件的标称性能已得到显着改善,与此并行,新的可反冲洗的微滤和超滤毛细管技术也已在商业上引入。这项新的膜技术可用于处理地表水。使用膜毛细管技术作为预处理步骤可以将地面给水的水质提高到与井水源水质相当或更好的水平。更好的给水质量可以更有效地优化反渗透系统中的运行参数。渗透通量和系统回收率都可以大大提高,而不会造成膜污染的情况。海水系统在较高的渗透通量和回收率下运行可提高反渗透海水淡化的经济性。随后在两个测试地点对由超滤膜预处理单元和反渗透海水单元组成的混合膜系统进行了现场评估。第一个测试站点在红海(埃拉特站点),第二个测试站点在地中海(阿什杜德站点)。 RO膜是螺旋缠绕构造的商业海水元件。超滤设备使用的毛细管反洗元件在死角流动模式下运行。为了进行比较,在上述地点并行运行了由常规预处理和反渗透装置组成的第二个中试系统。常规预处理单元包括管线絮凝,然后进行介质过滤。测试进行了两年的时间。原水水质反映了成分和天气状况的季节性变化。超滤和反渗透设备的性能是在很宽的操作参数范围内进行评估的,例如回收率和通量率。现场结果用于预测和比较使用常规预处理和膜预处理的海水反渗透脱盐工艺的经济性。本文将描述集成膜单元和常规反渗透毛衣系统并行运行的实验程序和结果。还将提供根据当地实际情况对这两种设计进行的经济分析。

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