苏州科技学院学报：工程技术版
囌州科技學院學報：工程技術版
소주과기학원학보：공정기술판
Journal of University of Science and Technology of Suzhou：Engineering and Technology
2011年
2期
10-14
,共5页
蒋柱武%陈礼洪%邬友东%马利民%崔程颖%张亚雷
蔣柱武%陳禮洪%鄔友東%馬利民%崔程穎%張亞雷
장주무%진례홍%오우동%마이민%최정영%장아뢰
小城镇污水%厌氧膨胀床%快速渗滤土地处理系统
小城鎮汙水%厭氧膨脹床%快速滲濾土地處理繫統
소성진오수%염양팽창상%쾌속삼려토지처리계통
domestic sewage%Expanded Granular Sludge Blanket%Constructed Rapid Infiltration System
采用厌氧膨化床（AEBR）＋快速渗滤土地处理系统（CRI）处理小城镇污水,装置启动后,厌氧膨胀床和土地快速渗滤系统的容积负荷分别为0.71 kgCOD/（m3.d）和0.012 kgCOD/（m3.d）;AEBR的水力停留时间为4.5 h,回流比为400%;CRI的水力负荷为0.02 m3/（m2.d）,湿干周期比约为1∶6。系统在稳定运行期对COD、总氮、氨氮、总磷的平均去除率分别达到83%、85%、87%、79%,达到《城镇污水处理厂污染物排放标准》（GB18918-2002）规定的一级标准。AEBR＋CRI处理城镇污水的污泥产率低,约为0.04 kgVSS/kgCOD。
採用厭氧膨化床（AEBR）＋快速滲濾土地處理繫統（CRI）處理小城鎮汙水,裝置啟動後,厭氧膨脹床和土地快速滲濾繫統的容積負荷分彆為0.71 kgCOD/（m3.d）和0.012 kgCOD/（m3.d）;AEBR的水力停留時間為4.5 h,迴流比為400%;CRI的水力負荷為0.02 m3/（m2.d）,濕榦週期比約為1∶6。繫統在穩定運行期對COD、總氮、氨氮、總燐的平均去除率分彆達到83%、85%、87%、79%,達到《城鎮汙水處理廠汙染物排放標準》（GB18918-2002）規定的一級標準。AEBR＋CRI處理城鎮汙水的汙泥產率低,約為0.04 kgVSS/kgCOD。
채용염양팽화상（AEBR）＋쾌속삼려토지처리계통（CRI）처리소성진오수,장치계동후,염양팽창상화토지쾌속삼려계통적용적부하분별위0.71 kgCOD/（m3.d）화0.012 kgCOD/（m3.d）;AEBR적수력정류시간위4.5 h,회류비위400%;CRI적수력부하위0.02 m3/（m2.d）,습간주기비약위1∶6。계통재은정운행기대COD、총담、안담、총린적평균거제솔분별체도83%、85%、87%、79%,체도《성진오수처리엄오염물배방표준》（GB18918-2002）규정적일급표준。AEBR＋CRI처리성진오수적오니산솔저,약위0.04 kgVSS/kgCOD。
In this study,the combined process of Anaerobic Expanded Blanket Reactor（AEBR） and Constructed Rapid Infiltration System（CRI） was used to treat the domestic sewage from the small towns.After the start-up,the volume load of AEBR and CRI was 0.71 kgCOD/（m3·d） and 0.012 kgCOD/（m3·d） respectively.The hydraulic retention time（HRT） in AEBR was 4.5 hours,and the reflux ratio of it was 400%.The hydraulic loading of CRI was 0.02 m3/（m2·d）,and the wet/dry ratio of it was 1∶6.During the stable operation,the removal efficiency of COD,T-N,NH3-N was 83%,85%,87% and 79% respectively,the effluent concentration achieving the first standard in ＂Cities Sewage treatment plant Pollutant discharge Standard＂（GB18918-2002）.The sludge yield by this system was low,about 0.04 kgVSS/kgCOD.
