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厌-好氧交替工艺的生物除磷特性研究
引用本文:竺建荣,刘纯新,何建中,顾夏声.厌-好氧交替工艺的生物除磷特性研究[J].环境科学学报,1999,19(4):394-398.
作者姓名:竺建荣  刘纯新  何建中  顾夏声
作者单位:清华大学环境工程系,北京,100084
摘    要:采用模拟配制的生活污水,研究了厌-好氧交替工艺对磷和有污染物的去除效果。结果表明,经过驯化运行等阶段后,在高效除磷阶段运行期间,磷的去除效率在90%以上。总COD去除率通常大于90%,实验表明COD主要是在好氧阶段被去除。

关 键 词:生物除磷  厌-好氧循环工艺  活性污泥法
收稿时间:1997/12/1 0:00:00
修稿时间:1998/5/11 0:00:00

A study on characteristics of bialogical phosphorus removal in alternation of aerobic/anaerobic process
ZHU Jianrong,LIU Chunxin,HE Jianzhong and GU Xiasheng.A study on characteristics of bialogical phosphorus removal in alternation of aerobic/anaerobic process[J].Acta Scientiae Circumstantiae,1999,19(4):394-398.
Authors:ZHU Jianrong  LIU Chunxin  HE Jianzhong and GU Xiasheng
Institution:ZHU Jianrong,LIU Chunxin,HE Jianzhong,GU Xiasheng (Dept.of Environmental Engineering,Tsinghua University,Beijing 100084)
Abstract:This paper describes the phosphorus (P) and COD removal characteristics in alternation of aerobic/anaerobic (AAA process) using synthetic domestic wastewater as feed. It is shown that through the cultivation and operation of the technology, the influent P concentration of 9 84-13 57mg/L can reduce to about 1mg/L of effluent at the 4 th stage, P-removal efficiencies reach more than 90%. The influent COD of 372.548 mg/L decreases to 20.50 mg/L of effluent,total COD removal efficiency is higher than 90%. The proportion of COD removal in anaerobic operation period is 16.7%-33.4%,and 54.9%-75.6% in aerobic operation period.This indicates that the degradation of COD mainly occurs in aerobic period.These good operational properties of AAA process are attributed to the formation and cultivation of granular activated sludge in the reactor,which is first reported.It is unnecessary to add any external carbon source for operation.The reactor can effectively metabolize organic matters and conversion of phosphorus,and only uses half aeration of the conventional technology.It implies that AAA process is a good potential treatment process both in P removal and COD degradation.
Keywords:biological P\|removal  alternation of aerobic/anaerobic process  activated sludge process  
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