摘要
根据废水处理理论并分析比较活性污泥法有关模式的假设和推导过程,作者导出了稳态条件下厌氧流化床的动力学模式。文中还提出稳态和动态的流化模式。
Based on the theory of wastewater treatment and relevant models of activated sludge processes, a kinetic model of the anaerobic fluidized bed reactor under steady state conditions is developed. The steady state and dynamic fluidization models are also discussed in this PaPer
出处
《重庆环境科学》
1991年第4期19-22,30,共5页
Chongqing Environmental Science
关键词
污水处理
厌氧流化床
生物量
Anaerobic fluidized bed
Biomass
Biofilm
Bioparticle
