给水厂臭氧—生物活性炭深度处理生产性试验研究  

Production experiment study of the O_3-BAC advanced treatment in water treatment plant

作　　者：郑洪领[1] 刘汝鹏[1] 王全勇[1] 贾瑞宝[2] 

机构地区：[1]中国.城市建设研究院山东分院,济南250101 [2]济南市供排水监测中心,济南250001

出　　处：《给水排水》2011年第12期11-15,共5页Water & Wastewater Engineering

基　　金：国家水体污染控制与治理科技重大专项(2008ZX07422-003)

摘　　要：针对引黄水库水有机微污染和高藻的水质特点,以济南某引黄水厂为基础,采用臭氧—生物活性炭(O3—BAC)深度处理技术进行生产性试验研究,确定O3—BAC深度处理工艺的最佳运行参数,包括臭氧两点投加分配比、臭氧投加量、臭氧接触时间、活性炭层厚度、活性炭空床停留时间等。为该水厂运行及其他类似水厂设计提供参考依据。According to the characteristics of high organic pollution and high algae in Yellow River-water-conduction reservoir water,based on a water treatment plant with the feed water transmitted from Yellow River,the ozone-biological activated carbon（O3-BAC） advanced water treatment was used for production experiment study,and the O3-BAC advanced treatment process optimized operation parameters were determined,including the distribution ratio between two ozone dosage points,ozone dosage,ozone contact time,BAC bed depth,and BAC adsorption time and so forth.This paper would offer references for this water operation and similar water treatment plant design.

关 键 词：深度处理 臭氧—生物活性炭 引黄水库 工艺参数 

分 类 号：TU991.2[建筑科学—市政工程]