CORC  > 清华大学
污水深度处理微絮凝-D型滤池工艺运行性能与经济性分析
王众众 ; 孙迎雪 ; 吴光学 ; 吴乾元 ; 胡洪营 ; 吴毅晖 ; 郭昉 ; 郭玉梅 ; Wang Zhongzhong ; Sun Yingxue ; Wu Guangxue ; Wu Qianyuan ; Hu Hongying ; Wu Yihui ; Guo Fang ; Guo Yumei
2016-03-30 ; 2016-03-30
关键词深度处理 微絮凝 D型滤池 混凝剂 聚合氯化铝 tertiary treatment process micro-flocculation D type filtration coagulant poly-aluminum chloride X703
其他题名Analysis of performance and cost of a micro-flocculation-D type filter process applied in wastewater tertiary treatment process
中文摘要根据昆明市第一污水处理厂深度处理微絮凝-D型滤池工艺的运行数据,评价了工艺出水水质及总磷(TP)去除效果,同时分析了混凝剂投加量及药剂费用。结果表明,微絮凝-D型滤池工艺出水TP平均浓度为0.15 mg/L,最优水平值为0.05 mg/L,95%保证值为0.37 mg/L,TP平均去除率为63.6%。出水悬浮固体(SS)浓度95%保证值为10 mg/L。混凝剂聚合氯化铝(PAC)的投加量在1.5~4 mg Al2O3/L范围波动,去除单位TP的PAC投加量平均值为16.7 mg Al2O3/mg-P,投加比为2~8 mol-Al/mol-P。当投加比超过5时,出水TP浓度可达到0.3 mg/L以下。吨水PAC成本平均值为0.017元/t。; The effluent quality,removal efficiency of total phosphorus(TP),dosages and cost of coagulant of the micro-flocculation-D type filter process in Kunming No. 1 WWTPs were studied. The average TP concentration of the effluent of the process was around 0. 15 mg /L with an average removal efficiency of TP of 63. 6%.The lowest level of effluent TP concentration of the process was 0. 05 mg /L and the 95%-reliably achievable level of it was 0. 37 mg /L. The 95%-reliably achievable concentration of suspended solids(SS) of the process was 10 mg /L. The dosage of poly-aluminum chloride( PAC) changed during 1. 5 ~ 4 mg Al2O3/L,and the average PAC dosage to remove TP was 16. 7 mg A2O3/mg-P. The initial Al /P molar ratio was about 2 ~ 8,and the effluent TP concentration could be less than or equal to 0. 3 mg /L when initial Al /P molar ratio was higher than 5.The average cost of PAC was 0. 017 RMB /t.
语种中文 ; 中文
内容类型期刊论文
源URL[http://ir.lib.tsinghua.edu.cn/ir/item.do?handle=123456789/148297]  
专题清华大学
推荐引用方式
GB/T 7714
王众众,孙迎雪,吴光学,等. 污水深度处理微絮凝-D型滤池工艺运行性能与经济性分析[J],2016, 2016.
APA 王众众.,孙迎雪.,吴光学.,吴乾元.,胡洪营.,...&Guo Yumei.(2016).污水深度处理微絮凝-D型滤池工艺运行性能与经济性分析..
MLA 王众众,et al."污水深度处理微絮凝-D型滤池工艺运行性能与经济性分析".(2016).
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