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污水深度处理中3种过滤法的技术性能研究
引用本文:仝贵婵,苏欣捷,叶裕才. 污水深度处理中3种过滤法的技术性能研究[J]. 上海环境科学, 2000, 19(2): 69-71,78
作者姓名:仝贵婵  苏欣捷  叶裕才
作者单位:清华大学核能技术设计研究院,清华大学核能技术设计研究院,清华大学核能技术设计研究院 北京 100084,北京 100084,北京 100084
基金项目:国家“九·五”科技攻关项目,编号 96—909—01—01—03。
摘    要:
以城市污水回用为目的,研究了污水深度处理中的过滤技术,结果陶瓷-石英砂双层滤料的滤柱,在滤速为5.2m/h时,通过直接过滤即可将污水处理厂二级出水中的悬浮物几乎全部去除,且过滤周期可达61.2-72.1h。

关 键 词:城市污水 污水处理厂 污水深度处理 过滤 絮凝

Study on Technical Properties of Three Kinds of Filtration Processes in Advanced Treatment of Municipal Wastewater
Tong Guichan,Su Xingjie,Ye Yucai. Study on Technical Properties of Three Kinds of Filtration Processes in Advanced Treatment of Municipal Wastewater[J]. Shanghai Environmental Science, 2000, 19(2): 69-71,78
Authors:Tong Guichan  Su Xingjie  Ye Yucai
Abstract:
Study on filtration technology in advanced wastewater treatment for municipal wastewater reuse has been conducted. The results showed that most of the SS could be removed from the secondary effluent of sewage treatment plant by direct filtration process, with dual medium of ceramic granules and sand, at 5.2m/h flow rate. The filtration period was about 61.2- 72.1h. Compared with direct filtration, combiued processes of microflocculation-filtration and coagulation-sedimentation-filtration were more effective and with better effluent quality, but filtration period of the processes decreased to only several hours at flow rate of 8.8m/h.
Keywords:Municipal wastewater Sewage treatment plant Advanced wastewater treatment Wastewater reuse Direct filtration Microflocculation-filtration Coagulation-Sedimentation-filtration
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