应用动力学模型在活性污泥法处理工业废水中的风险分析研究

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1、复旦大学硕士学位论文应用动力学模型在活性污泥法处理工业废水中的风险分析研究一黧⋯婴⋯一⋯⋯⋯⋯⋯-⋯㈣㈣必3．1生活污水处理系统············································14⋯第四章现场活性污泥法系统处理生活污水过程中有机物去除模型与机理研究········-·······················································．204．1生活污水CoD来源以及组分分析·······························．204．

2、2污泥浓度分析···············································．204．3生活污水COD去除的反应动力学模型及其模拟···················．214．3．1模型推导与动力学参数的求取···························．214．3．2COD去除情况模拟······································．284．3．3模拟的准确性··········································304．4模

3、型比较与讨论·············································．3l4．5本章小节····················································33第五章现场活性污泥法系统处理工业废水过程中有机物去除模型与机理研究································································．355．1工业废水COD组分分析····································

4、···．355．2工业废水CoD生物降解性讨论·································．385．3工业废水COD去除机理分析···································．425．4工业废水COD去除的反应动力学模型及其模拟···················．425．4．1异丙醇废水试验和模拟··································425．4．2工业废水试验和模拟····································495．4

5、．3模拟的准确性··········································545．5模型比较与讨论··············································555．6本章小节···················································．56第六章现场系统处理工业废水的风险性分析····························58复旦大学硕士学位论文应用动力学模型在活性污泥法处理工业废水中的风险分析研究6．1风险分析流

6、程和方法··········································586．1．1风险分析流程··········································586．1．2风险分析方法··········································586．2处理工业废水的风险··········································596．3混合废水COD去除机理分析···································

7、．606．4混合废水COD去除试验与模拟·································．606．4．1一般情况分析··········································6l6．4．2极端情况分析··········································656．5混合废水处理风险性分析·····································．686．6混合废水处理风险的应对措施和系统工艺优化的建议·············．696．7

8、本章小节····················································70第七章结论与建议··················································717．1结论一··一·····一···········一