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活性污泥法动力学模型与氧化沟设计
引用本文:邓荣森,杜康平,王涛,张新颖. 活性污泥法动力学模型与氧化沟设计[J]. 中国给水排水, 2007, 23(24): 38-41
作者姓名:邓荣森  杜康平  王涛  张新颖
作者单位:1. 重庆大学,三峡库区生态环境与安全教育部重点实验室,重庆,400045
2. 重庆大学,城市建设与环境工程学院,重庆,400045
摘    要:通过分析国内外著名的几组活性污泥法动力学模型,总结了其表达形式与本质的异同点,并建立了与氧化沟设计方法的关系。根据氧化沟延时曝气的基本特征,指出在进行氧化沟的设计计算时,应先计算污泥龄SRT,然后导入通用的动力学基本模型求取F和M等,这样的计算结果较为准确客观。

关 键 词:氧化沟  活性污泥法  动力学模型
文章编号:1000-4602(2007)24-0038-04
收稿时间:2007-07-11
修稿时间:2007-07-11

Kinetics Models of Activated Sludge Process and Design of Oxidation Ditch
DENG Rong-sen,DU Kang-ping,WANG Tao,ZHANG Xin-ying. Kinetics Models of Activated Sludge Process and Design of Oxidation Ditch[J]. China Water & Wastewater, 2007, 23(24): 38-41
Authors:DENG Rong-sen  DU Kang-ping  WANG Tao  ZHANG Xin-ying
Abstract:The similarities and differences of essence and expression were summarized by analyzing well-known groups of kinetics models of activated sludge process at home and abroad, and a relationship with the design method of oxidation ditch was established. According to the basic characteristics of ex- tended aeration of oxidation ditch, it is pointed out that during the design calculation of oxidation ditch, the SRT should be first calculated, then the basic models of general kinetics were used to obtain F and M. The calculation results of the design method are more accurate and objective.
Keywords:oxidation ditch   activated sludge process   kinetics model
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