As water reuse development has increased,biological stability issues associated with reclaimed water have gained attention.This study evaluated assimilable organic carbon(AOC)in effluents from a full-scale membrane bi...As water reuse development has increased,biological stability issues associated with reclaimed water have gained attention.This study evaluated assimilable organic carbon(AOC)in effluents from a full-scale membrane biological reactor(MBR)plant and found that they were generally stable over one year(125-216µg/L),with slight increases in warmer seasons.After additional tertiary treatments,the largest increases in absolute and specific AOCs were detected during ozonation,followed by coagulation-ozonation and coagulation.Moreover,UV254 absorbance is known to be an effective surrogate to predict the AOC changes during ozonation.Applying coagulation prior to ozonation of MBR effluents for removal of large molecules was found to reduce the AOC formation compared with ozonation treatment alone.Finally,the results revealed that attention should be paid to seasonal variations in influent and organic fraction changes during treatment to enable sustainable water reuse.展开更多
采用悬浮填料生物膜-MBR系统处理制浆中段废水,并与好氧活性污泥系统进行了对比。驯化过程中,尤其是制浆中段废水所占比例较高时,悬浮填料生物膜-MBR的处理效果和污泥理化特性均明显优于好氧活性污泥系统。驯化结束时悬浮填料生物膜-MB...采用悬浮填料生物膜-MBR系统处理制浆中段废水,并与好氧活性污泥系统进行了对比。驯化过程中,尤其是制浆中段废水所占比例较高时,悬浮填料生物膜-MBR的处理效果和污泥理化特性均明显优于好氧活性污泥系统。驯化结束时悬浮填料生物膜-MBR系统COD_(Cr)去除率高达90.6%,悬浮液固形物浓度(MLSS)达到3876 mg/L,污泥体积指数(SVI)为60.3 m L/g,而好氧活性污泥系统COD_(Cr)去除率为82.4%,MLSS为3135 mg/L,SVI为70.3 m L/g。对出水的紫外扫描结果表明,悬浮填料生物膜-MBR系统对200~300 nm波长处特征污染物的降解效果明显优于好氧活性污泥系统。展开更多
基金This work was supported by the Key Program of the National Natural Science Foundation of China(No.51738005)the Youth Program of National Natural Science Foundation of China(No.51908317).
文摘As water reuse development has increased,biological stability issues associated with reclaimed water have gained attention.This study evaluated assimilable organic carbon(AOC)in effluents from a full-scale membrane biological reactor(MBR)plant and found that they were generally stable over one year(125-216µg/L),with slight increases in warmer seasons.After additional tertiary treatments,the largest increases in absolute and specific AOCs were detected during ozonation,followed by coagulation-ozonation and coagulation.Moreover,UV254 absorbance is known to be an effective surrogate to predict the AOC changes during ozonation.Applying coagulation prior to ozonation of MBR effluents for removal of large molecules was found to reduce the AOC formation compared with ozonation treatment alone.Finally,the results revealed that attention should be paid to seasonal variations in influent and organic fraction changes during treatment to enable sustainable water reuse.
文摘采用悬浮填料生物膜-MBR系统处理制浆中段废水,并与好氧活性污泥系统进行了对比。驯化过程中,尤其是制浆中段废水所占比例较高时,悬浮填料生物膜-MBR的处理效果和污泥理化特性均明显优于好氧活性污泥系统。驯化结束时悬浮填料生物膜-MBR系统COD_(Cr)去除率高达90.6%,悬浮液固形物浓度(MLSS)达到3876 mg/L,污泥体积指数(SVI)为60.3 m L/g,而好氧活性污泥系统COD_(Cr)去除率为82.4%,MLSS为3135 mg/L,SVI为70.3 m L/g。对出水的紫外扫描结果表明,悬浮填料生物膜-MBR系统对200~300 nm波长处特征污染物的降解效果明显优于好氧活性污泥系统。
