给水排水
給水排水
급수배수
2014年
z1期
65-68
,共4页
污水%深度处理%滤布滤池%粘附作用%筛滤作用
汙水%深度處理%濾佈濾池%粘附作用%篩濾作用
오수%심도처리%려포려지%점부작용%사려작용
Wastewater%Advanced treatment%Cloth media filter%Adhesive attraction%Screening attraction
以某污水处理厂二沉池出水为原水，考察了滤布滤池用于城市污水深度处理的效果，并对其除污机理进行了分析。试验结果表明：滤布滤池工艺能有效去除污水中的SS ，出水可满足《城镇污水处理厂污染物排放标准》（GB 18918-2002）中一级A标准的要求，但对COD、氨氮及总氮等非SS形态污染物的去除效果不佳。机理分析表明，滤布滤池工艺的除污机理与传统的砂滤池类似，以“粘附作用”为主，但“筛滤作用”亦不容忽视。
以某汙水處理廠二沉池齣水為原水，攷察瞭濾佈濾池用于城市汙水深度處理的效果，併對其除汙機理進行瞭分析。試驗結果錶明：濾佈濾池工藝能有效去除汙水中的SS ，齣水可滿足《城鎮汙水處理廠汙染物排放標準》（GB 18918-2002）中一級A標準的要求，但對COD、氨氮及總氮等非SS形態汙染物的去除效果不佳。機理分析錶明，濾佈濾池工藝的除汙機理與傳統的砂濾池類似，以“粘附作用”為主，但“篩濾作用”亦不容忽視。
이모오수처리엄이침지출수위원수，고찰료려포려지용우성시오수심도처리적효과，병대기제오궤리진행료분석。시험결과표명：려포려지공예능유효거제오수중적SS ，출수가만족《성진오수처리엄오염물배방표준》（GB 18918-2002）중일급A표준적요구，단대COD、안담급총담등비SS형태오염물적거제효과불가。궤리분석표명，려포려지공예적제오궤리여전통적사려지유사，이“점부작용”위주，단“사려작용”역불용홀시。
The removal efficiencies of cloth media filter from secoendary settling tank effluent and the pollutant removal mechanism were studied .The result showed that SS can be removed effi-ciently by cloth media filter w hich has produced an effluent with a SS consistently below the first stage A of discharge standard of pollutants for municipal wastewater treatment plant (GB18918-2002) ,but not SS style pollutant such as COD ,ammonia nitrogen and total nitrogen etc .The mechanism analysis showed that the pollutant removal mechanism of cloth media filter is similar to traditional sand filter .Adhesive attraction played an dominating role ,but screening at-traction should not be ignored .
