环境工程学报
環境工程學報
배경공정학보
CHINESE JOURNAL OF ENVIRONMENTAL ENGINEERING
2010年
2期
283-287
,共5页
蒋军%吴立波%付丽霞%龙斌%安红梅%岳尚超
蔣軍%吳立波%付麗霞%龍斌%安紅梅%嶽尚超
장군%오립파%부려하%룡빈%안홍매%악상초
厌氧复合床%厌氧氨氧化%水力停留时间%容积负荷
厭氧複閤床%厭氧氨氧化%水力停留時間%容積負荷
염양복합상%염양안양화%수력정류시간%용적부하
upflow blanket filter%ANAMMOX%hydraulic retention time%volume loading
采用1套有效容积为3 L的厌氧复合床作为厌氧氨氧化反应器,用提高进水基质浓度和缩短反应器水力停留时间2种方式提高反应器的容积负荷,进而研究反应器最佳的进水浓度和水力停留时间.结果表明,在HRT为24 h的条件下,反应器最佳进水浓度NH_4~+-N与NO_2~--N在110 mg/L左右;通过调节HRT发现,当HRT大于8 h时,NH_4~+-N与NO_2~--N的去除率都在80%以上.
採用1套有效容積為3 L的厭氧複閤床作為厭氧氨氧化反應器,用提高進水基質濃度和縮短反應器水力停留時間2種方式提高反應器的容積負荷,進而研究反應器最佳的進水濃度和水力停留時間.結果錶明,在HRT為24 h的條件下,反應器最佳進水濃度NH_4~+-N與NO_2~--N在110 mg/L左右;通過調節HRT髮現,噹HRT大于8 h時,NH_4~+-N與NO_2~--N的去除率都在80%以上.
채용1투유효용적위3 L적염양복합상작위염양안양화반응기,용제고진수기질농도화축단반응기수력정류시간2충방식제고반응기적용적부하,진이연구반응기최가적진수농도화수력정류시간.결과표명,재HRT위24 h적조건하,반응기최가진수농도NH_4~+-N여NO_2~--N재110 mg/L좌우;통과조절HRT발현,당HRT대우8 h시,NH_4~+-N여NO_2~--N적거제솔도재80%이상.
The anaerobic ammonium oxidation( ANAMMOX) reactor is a upflow blanket filter( UBF) with an effective volume of 3 L. This paper describes two ways to improve the volume loading of the reactor, which can improve the influent substrate concentration and shorten the hydraulic retention time ( HRT) , and also discusses the best influent concentration and HRT of the reactor. The results showed that when the HRT was 24 h, the in-fluent concentration of NH_4~+ -N and NO_2~- -N reached the best value of about 110 mg/L. After adjusting the HRT, the removal rate of NH_4~+ -N and NO_2~- -N changed, when the HRT was longer than 8 h, they were all above 80% .