| 厌氧颗粒污泥流化床降解有机物的动力学分析 |
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| 引用本文： | 王世和,何炜.厌氧颗粒污泥流化床降解有机物的动力学分析[J].环境科学,1999,20(4):33-37. |
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| 作者姓名： | 王世和 何炜 |
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| 作者单位： | [1]东南大学环境工程系 [2]河北大学生物系 |
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| 摘 要： | 在前人研究的基础上，运用反应器理论，建立了厌氧颗粒污泥流化床反应器内有机物降解的动力学模型，在测定动力学模型参数的基础上，以大量实验资料验证了模型及其假设的可靠性，并对反应器效率进行了模拟分析。结果表明，在本试验条件下的最佳颗粒污泥粒径为０．８２ｍｍ，反应器最佳生物浓度为５０ｇ／Ｌ。
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| 关 键 词： | AGSFB反应器 颗粒污泥 动力学分析 有机物降解 |
| 收稿时间： | 1999/1/11 0:00:00 |
Reaction Kinetics on Anaerobic Granular Sludge Fluidized Bed |
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| Wang shihe and He Wei.Reaction Kinetics on Anaerobic Granular Sludge Fluidized Bed[J].Chinese Journal of Environmental Science,1999,20(4):33-37. |
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| Authors: | Wang shihe and He Wei |
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| Institution: | Environmental Engineering Department of Southeast University, Nanjing 210096, China;Biological Department of Hebei University, Boading 071002, China |
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| Abstract: | Anaerobic Granular Sludge Fluidezed Bed(AGSFB)process was advanced in this paperBased on the predecessors research and reactor theory,a kinetic model of organic matter degradation in AGSFB was establishedThe parameters of the model were determined and the process of organic matter degradation was analysedThe presumptions and results of the kinetics model were proved to be fit by a great deal of experimental materialsAnd the imitation of the efficiency in AGSFB reactor shows that the optimum radius of granular sludge is 082mm and the optimum biomass in reactor is 50g/L |
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| Keywords: | AGSFB reactor granular sludge kinetics model |
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