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泳动床技术处理高浓度废水特性研究
摘要点击 1467  全文点击 3234  投稿时间:2008-03-13  修订日期:2008-04-06
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中文关键词  泳动床技术  高浓度废水  污泥特性  污泥减量
英文关键词  swim-bed technology  high concentrated organic wastewater  characteristics of sludge  sludge reduction
作者单位
杨宏 北京工业大学建筑工程学院,北京市水质科学与水环境恢复工程重点实验室北京100022 
杨佳丽 北京工业大学建筑工程学院,北京市水质科学与水环境恢复工程重点实验室北京100022 
张岩 北京工业大学建筑工程学院,北京市水质科学与水环境恢复工程重点实验室北京100022 
古川宪治 熊本大学自然科学研究院熊本860-8555日本 
中文摘要
      熊本大学自然科学研究院,熊本860-8555,日本
英文摘要
      Based on the technology of conditional activated sludge process, swim-bed technology involving the novel biomass attachment material biofringe (BF) is one of the new and efficient advanced municipal wastewater treatments process. The process demonstrated effective treatment of high concentrated organic wastewater. When VLRs were from 1.7 kg/(m3·d) to 4.5 kg/(m3·d), 96% of average COD removal efficiencies and 80.7% of nitrification rate were achieved, respectively. The BF material allowed for attachment of large amounts of biomass. The mixed liquor suspended solid (MLSS) concentrations in the reactor reached 23 g/L at the highest during operation period, with holding 20-50 mL/g of SVI. An exponential law was found to be suitable to describe the variation of the viscosity as a function of MLSS. The granulation phenomenon of sludge was observed during the experiment. Protozoan and metazoans on the bio-film and suspended sludge were proved existing in the system by microscopic observation and DNA experiment. Observed sludge yields from 0.104 6 to 0.172 3 (MLSS/BOD) were obtained in swim-bed system.

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