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活性污泥法动力学模型解析(2)- PF型反应器
引用本文:杨开,贺佳杰.活性污泥法动力学模型解析(2)- PF型反应器[J].武汉理工大学学报,2002,24(11):45-48.
作者姓名:杨开  贺佳杰
作者单位:武汉大学 (杨开),武汉大学(贺佳杰)
摘    要:导出与分析了不同混合条件下,各类活性污泥生物反应器的动力学模型,以此为基础,模拟了不同活性污泥法的动力学方程,并讨论了计算结果。研究结果表明,在相同的条件下,推流型反应器(PFR:Plug flow reactor)性能优于完全混合型反应器(CSTR:continuous stirred tank reactor),但这一差别随反应时间的增加而减少,4阶以上的CSTR性能与PFR相接近,分析表明,在做CSTR的设计计算时,不能同时设定污泥龄或出水基质浓度。同时,污泥龄不宜直接用于计算PFR。

关 键 词:PF型反应器  活性污泥法  生物反应器  生物动力学模型  数值解  废水处理
文章编号:1671-4431(2002)11-0045-04
修稿时间:2003年3月5日

Dynamic Modelling and Analysis of PF Activated Sludge Reactor
Yang Kai He Jiajie Prof.,School of Civil Engineering and Architecture,Wuhan University,Wuhan ,China..Dynamic Modelling and Analysis of PF Activated Sludge Reactor[J].Journal of Wuhan University of Technology,2002,24(11):45-48.
Authors:Yang Kai He Jiajie Prof  School of Civil Engineering and Architecture  Wuhan University  Wuhan  China
Abstract:This paper models and analyses the dynamics of activated sludge wastewater treatment reactors in different mixing patterns. It is demonstrated that the performance of PFR (plug flow reactor)is superior to the performance of CSTR (continuous stirred tank reactor),but the difference between them will decrease with HRT (hydraulic retention time) extended and the 4 tages CSTR in series is similar to PFR in performance. It is also demonstrated that MCRT (mean cell retention time) and substrate concentration of effluent can't be set at the same time for designing of activated sludge reactor, and also that the attempt is unsuitable to design PFR by inducing MCRT directly.
Keywords:active sludge  biological reactor  dynamic modelling  mixing pattern
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