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Requirements for Flocculation Followed by Ultrafiltration for Direct Treatment of Reservoir Water 直接处理水库水的絮凝和超滤要求
发布日期: 2003-03-05
位于德国罗特根的亚琛瓦塞尔沃克酒店在政府的资助下运营 德国教育和研究部,并在IWW的科学支持下 (Muelheim/德国)大型膜试验装置。这个飞行员配备了12个6米长的飞行员 长压力容器导致膜面积约为1620 m2,产生约150 m3/h 滤液。中试装置以絮凝水库水为原料运行。结果表明 加药和超滤装置之间的停留时间很重要。进一步调查 絮凝要求建造了一个絮凝管道,并确定了管道的长度 制度多种多样。包括数字。
The Wasserwerk des Kreises Aachen in Roetgen, Germany operates with financial help of the German Ministry for Education and Research and with scientific support of the IWW (Muelheim/Germany) a large scale membrane pilot plant. This pilot is equipped with twelve 6 m long pressure vessels resulting in a membrane area of about 1620 m2 to produce about 150 m3/h of filtrate. The pilot plant is operated with flocculated reservoir water as feed. The results show that the residence time between dosing and ultrafiltration plant is important. To further investigate the requirements for flocculation a pipe flocculation was constructed and the length of the pipe systems was varied. Includes 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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