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微絮凝连续砂滤技术在矿区生活污水回用中的应用
引用本文:秦树林,李向东,金海锋,郦朝晖. 微絮凝连续砂滤技术在矿区生活污水回用中的应用[J]. 洁净煤技术, 2009, 15(4): 95-96
作者姓名:秦树林  李向东  金海锋  郦朝晖
作者单位:煤科总院杭州环境保护研究所,浙江,杭州,311200;中国矿业大学环境与测绘学院,江苏,徐州,221008
基金项目:煤炭科学研究总院青年创新基金 
摘    要:采用微絮凝连续过滤技术深度处理矿区生活污水,当滤料粒径采用0.8~1.0mm,滤床厚度1.2m,滤速6~8m/h,砂循环速率在4mm/min,PAC投加量20mg/L,PAM投加量0.3mg/L时,出水SS小于5mg/L,去除率达到94.7%以上,其它各项指标达到并优于建设部《生活杂用水水质标准》(CJ25.1—89)要求,可以实现中水回用。

关 键 词:微絮凝  连续砂滤  生活污水  中水回用

Application of micro-flocculation sand filtration technology in mining area's domestic sewage reuse
Affiliation:QIN Shu-lin, LI Xiang-dong,JIN Hai-feng, LI Chao-hui( 1. Hangzhou Institute for Environmental Protection, CCRI, Hangzhou 311201, China ; 2. School of Environment and Spatial Informatics , CUMT,Xuzhou 221008, China)
Abstract:Micro-flocculation continuous sand filtration were used to treat mining area's domestic sewage. The resuits indicated that the size of filter material was bout 0.8 - 1.0mm; the depth of sand filter was about 1.0 - 1. 2m; sand circulation velocity was about 2 -4mm/min; PAC dose was about 20 -25mg/L, the effluent-SS was less than 5mg,/L, the removal rate arrived at 94.5%.
Keywords:micro-flocculation  continuous sand filtration  mining area's domestic sewage  reclaimed water reuse
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