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好氧消化污泥减量技术工艺参数研究
引用本文:张华,周秀微,赵婷婷,赵卿,吴彬彬,陈昆柏.好氧消化污泥减量技术工艺参数研究[J].能源环境保护,2010,24(2):16-18.
作者姓名:张华  周秀微  赵婷婷  赵卿  吴彬彬  陈昆柏
作者单位:浙江工商大学,环境科学与工程学院,浙江,杭州310035
摘    要:为研究不同溶解氧(DO)下细胞自溶过程对城市生活污水处理厂生化污泥减量效果的影响,实验通过控制污泥DO值分别为4.0、4.5、5.0、5.5、6.0 mg/L进行污泥好氧消化实验,并以MLSS、TN、TP的变化情况来表征污泥减量效果,结果表明:当DO值为6 mg/L和5.5 mg/L时,曝气作用时间大于5 d时,污泥减少量分别达59.0%和53.0%,减量效果十分显著。同时对污泥上清液TN、TP的考察表明,在污泥减量的同时应注意解决尾水的处理问题。

关 键 词:活性污泥  好氧消化  内源呼吸  污泥减量

RESEARCH ON PROCESS PARAMETERS OF AEROBIC SLUDGE DIGESTION
ZHANG Hua,ZHOU Xiu-wei,ZHAO Ting-ting,ZHAO Qing,WU Bin-bin,CHENG Kun-bo.RESEARCH ON PROCESS PARAMETERS OF AEROBIC SLUDGE DIGESTION[J].Energy Environmental Protection,2010,24(2):16-18.
Authors:ZHANG Hua  ZHOU Xiu-wei  ZHAO Ting-ting  ZHAO Qing  WU Bin-bin  CHENG Kun-bo
Institution:ZHANG Hua,ZHOU Xiu-wei,ZHAO Ting-ting,ZHAO Qing,WU Bin-bin,CHENG Kun-bo(College of Environmental Science and Engineering,Zhejiang Gongshang University,hangzhou 310035,China)
Abstract:In order to investigate slugde reduction under different dissolved oxygen(DO) in aerobic digestion process,the variation of MLSS、TN、TP were measured under the conditions of DO values were 4.0、4.5、5.0、5.5、6.0 mg/L.The results showed that when DO values were 6.0 mg/L and 5.5 mg/L,under aeration for more than 5 days,reduction of sludge could reach to 59.0% and 53.0% respectively.In addition,by determining the concentrations of TN and TP,it was concluded that supernatant effluent should be concerned when sludge was treated.
Keywords:activated sludge  aerobic digestion  endogenous  sludge reduction
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