宜宾学院学报
宜賓學院學報
의빈학원학보
JOURNAL OF YIBIN UNIVERSITY
2011年
6期
98-100
,共3页
中水回用%接触氧化法%CODCr%氨氮
中水迴用%接觸氧化法%CODCr%氨氮
중수회용%접촉양화법%CODCr%안담
reclaimed water reuse%bio-contact oxidation process%CODCr%NH3-N
利用两种生物膜技术处理高校生活污水进行了试验研究,结果表明,接触氧化法优于生物转盘法;在停留时间为4h,接触氧化法对CODCr和NH3-N的去除率分别为78.5%和75.6%,出水能达到《城市污水再生利用城市杂用水水质（》GB/T18920-2002）标准;随着气水比的增大,CODCr、NH3-N的去除率先增大后减小,其适宜的气水比为15∶1;出水CODCr浓度随CODCr容积负荷的增大而升高,合理的CODCr容积负荷为6～8kgCODCr/（m3.d）.
利用兩種生物膜技術處理高校生活汙水進行瞭試驗研究,結果錶明,接觸氧化法優于生物轉盤法;在停留時間為4h,接觸氧化法對CODCr和NH3-N的去除率分彆為78.5%和75.6%,齣水能達到《城市汙水再生利用城市雜用水水質（》GB/T18920-2002）標準;隨著氣水比的增大,CODCr、NH3-N的去除率先增大後減小,其適宜的氣水比為15∶1;齣水CODCr濃度隨CODCr容積負荷的增大而升高,閤理的CODCr容積負荷為6～8kgCODCr/（m3.d）.
이용량충생물막기술처리고교생활오수진행료시험연구,결과표명,접촉양화법우우생물전반법;재정류시간위4h,접촉양화법대CODCr화NH3-N적거제솔분별위78.5%화75.6%,출수능체도《성시오수재생이용성시잡용수수질（》GB/T18920-2002）표준;수착기수비적증대,CODCr、NH3-N적거제솔선증대후감소,기괄의적기수비위15∶1;출수CODCr농도수CODCr용적부하적증대이승고,합리적CODCr용적부하위6～8kgCODCr/（m3.d）.
The experimental study on two bio-film process for the treatment of domestic sewage on university campus was carried out.The results show that bio-contact oxidation process is preferable to rotate biological contactor process.The removal ratio of CODCr,NH3-N by bio-contact oxidation process are 78.5% and75.6% under HRT=4h,and the quality of the effluent water meets the requirement of Water Quality Standard for Urban Miscellaneous Water Consumption（GB/T18920-2002）.The efficiency of bio-contact oxidation process increases first and then reduces with the growth of the ratio of air to flow wastewater,and the suitable portion is 15∶ 1.The effluent CODCr concentration rises with the growth of CODCr volume loading,the suitable CODCr volume loading was 6~8kgCODCr/（m3·d）.
