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（ＡＧＳＦＢ）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。
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
出处
《环境科学》
EI
CAS
CSCD
北大核心
1999年第4期33-37,共5页
Environmental Science
基金
国家自然科学基金
